BUILDING P-152 - Segale Properties Properties Drawing Filies/Pacific... · building p-152 segale...

BUILDING P-152SEGALE PROPERTIES

PACIFIC GATEWAY BUSINESS PARK - KENT, WA.

14042000-03

10-21-14

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S6.1 PANEL CONNECTIONS

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S1.1 FOUNDATION PLAN

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S0.2 NET UPLIFT & DIAPHRAGM PLAN & MISCELLANEOUS

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STRUCTURAL SHEET INDEX

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S0.1 GENERAL NOTES

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S1.2 FOUNDATION PLAN

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S1.4 ROOF FRAMING PLAN

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S1.3 ROOF FRAMING PLAN

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S2.1 FOUNDATION SECTIONS

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S3.2 ROOF FRAMING SECTIONS

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S3.1 ROOF FRAMING SECTIONS

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S5.1 PANEL ELEVATIONS

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GENERAL NOTE

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THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE -

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ASTM'S NOTED ARE TO BE LATEST EDITION

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1. DESCRIPTION

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Building Name & Site Location - Building P-152, Kent, WA

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2. DESIGN CODE AND STANDARDS

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Applicable Code (Edition/Name) - 2012 International Building Code (IBC)

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Code supplement & Date - ASCE 7-05

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3. DESIGN LOADS

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a. Roof Live Load See snow load

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b. Snow Load

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Basic roof snow load - Pf = 25 psf

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Thermal factor - Ct = 1.0

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Importance factor - Is = 1.0,

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Snow exposure factor - Ce = 1.0

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Drifting snow is not required in design.

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c. Seismic Ss = 1.396, S1 = 0.523, Ie = 1.0, Site Class "E", Fa = 0.9

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Seismic Design Category = "D".

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SDS = 0.838, SD1 = 0.838

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Basic Seismic Force Resisting System = Bearing Wall

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System Special Reinforced Concrete Shear Walls.

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Equivalent Lateral Force Procedure used.

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Sprinkler lines will be braced to top of girders or

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top chord of steel truss, by the sprinkler contractor.

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d. Wind Load Basic wind speed (3 sec. gust) = 110 (mph)

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Exposure B

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Importance factor Iw = 1.0.

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Internal pressure coefficient GCpi - + 0.18

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e. Dead loads Weight of structure.

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f. Special Loads The following special loads are to be considered:

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Mechanical equipment on roof.

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Sprinkler lines, canopy & other reactions as noted on

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structural drawings.

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g. Load Combinations All Code required load combinations are to be used in

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the building design.

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OSHA STANDARDS

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THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT

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OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS

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FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL

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CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY

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NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO

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CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND

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METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT.

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FOUNDATION

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THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF

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IN ACCORDANCE WITH SOILS REPORT #0291-034-00 DATED 10-13-05 PREPARED BY

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GEOENGINEERS, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS.

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BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED

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STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER

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SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D 1557.

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EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND

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SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT.

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CAST-IN-PLACE CONCRETE

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F'c = 5000 PSI FOR TILT-UP PANELS. F'c = 3000 PSI FOR ALL OTHER CAST-IN-PLACE

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CONCRETE. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND

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TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED

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FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS

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SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO

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CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE

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PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS

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FOR ADMIXTURES. PROVIDE 5% + 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO

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FREEZING AND THAWING EXPOSURES. LIMIT WATER-CEMENT RATIO TO .45 AND USE TYPE V

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CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN

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EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING

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ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER-CEMENT

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RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL

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EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.

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PRECAST WALLS

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CONTRACTOR SHALL CHECK PRECAST PANEL LIFTING STRESSES BASED ON METHOD OF

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HANDLING AND ERECTION TO BE USED. PROVIDE ADDITIONAL REINFORCING STEEL AND

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STRONGBACKS AS REQUIRED. USE CONTINUOUS NON-SHRINK GROUT BETWEEN PANELS AND

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FOOTINGS.

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REINFORCING STEEL

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USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60

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(fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE 2'-6" MINIMUM,

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UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-6" MIN. BEND) FOR ALL

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HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF

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STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE

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FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH

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STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC

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HOOKS.

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COVER TO REINFORCEMENT:

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NONPRESTRESSED CAST-IN-PLACE CONCRETE (INCHES)

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CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..........................3

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FORMED SURFACES

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EXPOSED TO EARTH OR WEATHER..................#6 AND LARGER..........2

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#5 AND SMALLER.....1-1/2

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NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

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SLABS, WALLS ..............................14 AND LARGER......1-1/2

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#11 AND SMALLER......3/4

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REINFORCING STEEL WELDING

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USE ASTM A 706 GRADE 60 (fy = 60000 PSI) FOR ANY REINFORCING THAT IS TO BE

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WELDED. FOLLOW PROCEDURES OF ANSI/AWS D1.4-92, "STRUCTURAL WELDING CODE -

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REINFORCING STEEL". USE E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS

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A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES

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FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES

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FAHRENHEIT FOR NO. 7 THROUGH NO. 11 BARS. DO NOT WELD NO. 14 AND NO. 18 BARS.

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DO NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT

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TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS.

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PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES.

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PRECAST PANEL NOTES

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1. PANEL ELEVATIONS SHOW INSIDE FACE.

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2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS.

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3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS

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WITH HORIZONTAL TRIM BARS EXTENDING 55 BAR DIAMETERS (W/ 2'-0" MIN.)

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BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH.

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4. PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL

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PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE

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STRONGBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS.

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5. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON

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ARCHITECTURAL DRAWINGS.

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6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL

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CONNECTIONS EXPOSED TO EARTH OR WEATHER.

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7. PROVIDE 3/4" CONTINUOUS NON-SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS

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AND TOPS OF FOOTINGS.

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8. MAXIMUM DEPTH OF REVEAL STRIPS TO BE 3/4". SEE ARCHITECTURAL DRAWINGS FOR

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LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS.

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9. PANEL CONNECTIONS FOUND ON SHEET S-6.1.

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10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE.

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11. SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" o/c AS

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REQUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK.

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12. REMOVE ALL WELD SLAG AROUND EMBEDMENTS EXPOSED TO WEATHER AND SAND-BLAST.

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PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL

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PAINTING.

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13. TYPICAL PANEL TO BE 8 1/2" THICK UNLESS NOTED OTHERWISE. PLACE VERTICAL

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REINFORCING PER REBAR PLACEMENT DETAILS ON S6.1 UNLESS NOTED OTHERWISE.

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WHERE REINFORCING STEEL IS NOTED AS E.F. (EACH FACE), PLACE 3/4" CLEAR TO

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INSIDE FACE AND 1-1/2" CLEAR TO OUTSIDE FACE.

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STRUCTURAL STEEL

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ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND

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ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD

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PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:

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WIDE FLANGE SHAPES ASTM A 992 (Fy=50,000 PSI)

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OTHER SHAPES & PLATES ASTM A 36 - U.N.O. (Fy=36,000 PSI)

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H.S.S. TUBE SHAPES ASTM A 500, GRADE B (Fy=46,000 PSI)

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WELDHEAD STUDS ASTM A 108 (Fy=50,000 PSI)

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ANCHOR BOLTS ASTM F 1554 (Fy=36,000 PSI)

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HIGH STRENGTH BOLTS ASTM A 325

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BASE PLATE GROUT ASTM C 1107

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ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS -

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BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON-SLIP

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CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED.

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PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN

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ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490

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BOLTS" (6/23/01). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER IBC TABLE

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1912.2 FOR CONCRETE, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS

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D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE 1/4"

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CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW

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HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED

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JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE

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WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION

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ANCHORS - "HILTI KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICBO REPORT NO. 4627.

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COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE

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GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS SHALL BE IN

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ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE GENERAL

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CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE

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GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE

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WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND

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METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE

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DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL

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CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE

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SAFETY ON THIS PROJECT.

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DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE

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COMPLETE.

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MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND

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ECCENTRIC LOAD.

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STEEL JOIST & JOIST GIRDERS

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DESIGN AND FABRICATE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR OPEN WEB

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STEEL JOISTS, K-SERIES, FOR LONGSPAN STEEL JOISTS, LH-SERIES AND DEEP LONGSPAN

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STEEL JOISTS, DLH-SERIES, AND FOR JOIST GIRDERS" AND RECOMMENDED CODE OF

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STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS", STEEL JOIST INSTITUTE

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(SJI). PROVIDE BRIDGING AND CAMBER AS REQUIRED BY STANDARD SPECIFICATIONS.

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DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS SHOWN ON PLANS OR AS REQUIRED.

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DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED. DESIGN WEB MEMBERS FOR IN PLANE

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SHEAR FORCES AS NOTED. ONE THIRD INCREASE MAY NOT BE USED FOR LATERAL LOADS IN

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COMBINATION WITH GRAVITY LOADS. VERIFY ALL MECHANICAL, ELECTRICAL, AND OTHER

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SPECIAL LOADS WITH MECHANICAL, ELECTRICAL, AND OTHER SPECIAL SUB-CONTRACTORS.

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PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REQUIRED. MANUFACTURER SHALL DESIGN

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END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED.

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SUBMITTAL SHALL INCLUDE: BILL OF MATERIAL, PLACEMENT PLANS, CALCULATIONS AND

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SJI PLANT APPROVAL. A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN

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WHICH THE PROJECT IS TO BE BUILT SHALL STAMP AND SIGN THE CALCULATIONS. THIS

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SAME ENGINEER SHALL REVIEW THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN

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PLACEMENT PLANS AND CALCULATIONS. PLACEMENT PLANS SHALL SHOW MARK NUMBER,

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ORIENTATION AND LOCATION OF ALL PIECES. INCLUDE ALL DESIGN LOADS, BRIDGING AND

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BRACING REQUIREMENTS, SPECIAL CONNECTIONS AND BEARING DETAILS.

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DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIEWED. OBTAIN WRITTEN

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APPROVAL TO FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS. CONTRACTOR WILL BE

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RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS.

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COORDINATE WORK WITH STRUCTURAL STEEL FABRICATOR. MANUFACTURER SHALL BE A SJI

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APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE.

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ON COMPLETION OF THIS WORK SUBMIT 2 COPIES OF THE FINAL REVISION OF THE SHOP

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DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD. DESIGN ALL JOISTS

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FRAMING LUMBER

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GRADES & STRESSES SHALL CONFORM WITH "WESTERN LUMBER GRADING RULES '91", WWPA

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OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", 1991, WCLB. ALL

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LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE.

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UNLESS NOTED OTHERWISE, USE THE FOLLOWING:

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SPECIES GRADE BASE VALUE Fb

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VISUALLY GRADED DIMENSION LUMBER

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(2" TO 4" THICK BY 2" & WIDER)

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JOISTS & RAFTERS - TYPICAL DOUG FIR #2 875 PSI

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PLATES & LEDGERS DOUG FIR #2 875 PSI

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BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT

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WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS.

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ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED.

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USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-

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105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED

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PENETRATION IN PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE

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2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON.

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OTHER MANUFACTURERS WITH ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN

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THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY

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MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS

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APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND

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PLATES --NO MORE THAN ONE HOLE EVERY 6-INCHES.

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PLYWOOD (PANELIZED ROOF)

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CONFORM WITH PRODUCT STANDARD P.S. 1-95 AND NER-108 (APA). ALL PANELS RATED

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EXPOSURE 1. SEE PLANS FOR NAILING SPACING.

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5/8" CDX (5 PLY) ON ROOF (IDENTIFICATION INDEX 40/20). MINIMUM NAILING UNLESS

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INDICATED OTHERWISE ON ROOF PLAN, IS 10d (.148" DIAMETER) COMMON NAILS AT 6"

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O/C ALL PLYWOOD EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. PROVIDE 1-5/8"

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MINIMUM PENETRATION IN DOUGLAS FIR AND 2" MINIMUM IN OTHER SPECIES. CONTRACTOR

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TO NOTIFY ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING.

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WINDOW WALLS

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WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A

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LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT

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FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL

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FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL SUPPORT. A

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LETTER SHALL BE SENT TO THE CITY FROM ENGINEERS NORTHWEST STATING THAT THE SHOP

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DRAWINGS AND CALCULATIONS FOR THE WINDOW WALLS HAVE BEEN REVIEWED AND ARE

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COMPATIBLE WITH THE BASIC STRUCTURE.

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SUSPENDED CEILINGS

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CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE

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DESIGNED AND CONSTRUCTED TO RESIST THE LATERAL FORCES SPECIFIED IN CHAPTER 16

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OF THE INTERNATIONAL BUILDING CODE.

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INSPECTIONS

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INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT

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TESTING LAB.

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FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS.

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CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP,

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STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR

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BOLTS.

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REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH

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APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND

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SPACING.

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CONC. EXPANSION & COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED

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MASONRY ANCHORS & MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE

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DRILLED IN DOWELS: SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT.

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WELDING: PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND

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DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL

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QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT,

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WELDING CONSUMABLES, BASE METAL QUALITY, JOINT PREPARATION

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AND FIT-UP, PREHEAT, WELDING CONDITIONS. DURING WELDING

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INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES,

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INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS

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CLEANING, VISUAL INSPECTION, NDT, IF REQUIRED. AFTER

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WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO

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PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NDT,

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REPAIRS INSPECTION, POST WELD HEAT TREATMENT,

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DOCUMENTATION. NDT IS REQUIRED FOR ALL COMPLETE

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PENETRATION WELDS - SHOP & FIELD. VISUAL INSPECTION IS

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REQUIRED FOR ALL OTHER FIELD WELDS.

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PLYWOOD ROOF: CALL BLDG. DEPT. AND ENGINEER FOR NAILING REVIEW PRIOR TO

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ROOFING OR COVERING WALLS.

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WELDHEAD STUDS: VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND

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ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A

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MINIMUM OF TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW

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NELSON'S RECOMMENDATIONS.

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LIGHT GAGE VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY

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STEEL FRAMING: CERTIFICATION OF WELDERS.

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SHOP DRAWINGS

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SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO

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ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND

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PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING

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STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS

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SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...".

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SPECIAL CONDITIONS

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CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE

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SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR

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SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.

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NOTE TO MECHANICAL AND ELECTRICAL TRADES

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CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL

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HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN

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EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE

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PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO

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ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS

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EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE

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BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A

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SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY

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OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL.

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SPRINKLER SUPPORT NOTES

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1a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A

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"MAIN" FOR THE PURPOSE OF THESE NOTES.

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b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS,

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BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED.

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2a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY

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SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST.

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b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL

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SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST.

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3. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE:

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b. MUST BE SUPPORTED AT 10'-0" O/C MAXIMUM.

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4. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN:

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PIPE WT. PER

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SIZE FOOT HANGER VERTICAL LOAD EXAMPLE:

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8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' O/C

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6" 32# FIND: HANGER DESIGN LOAD

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5" 24# SOLN: 51#/FT X 10' = 510#

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4" 17# ADDN'L PER NFPA #13 = 250#

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3-1/2" 14# = 760#/HGR

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ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER

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SUPPLIER.

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5. FOR SEISMIC ZONES SPRINKLER LATERAL SWAY BRACING (AT 90 DEGREES TO MAIN)

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TO BE:

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a. SPACED A MAXIMUM OF TWICE THE VERTICAL SUPPORT SPACING.

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b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED

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& INSTALLED BY THE SPRINKLER SUPPLIER.

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c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF HALF THE WATER

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FILLED PIPE WEIGHT TIMES THE SWAY BRACE SPACING.

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6. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT & THE STEEL

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JOIST SUPPLIER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH

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DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC.

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7. THE ROOF DESIGNER TO PROVIDE AND INSTALL ADDITIONAL BRACES TO TAKE THE

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SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING

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SYSTEM.

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ABBREVIATIONS

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ARCH. = ARCHITECT M.F.R. = MANUFACTURER

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BAL. = BALANCE N.F. = NEAR

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B. OR BOT. = BOTTOM N.T.S. = NOT TO SCALE

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BTWN. = BETWEEN O/C = ON CENTER

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BLDG. = BUILDING O.F. = OUTSIDE FACE

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B.O.C.A. = BUILDING OFFICIALS O.S. = OUTSIDE

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CODE ADMINISTRATORS O.T.O. = OUT TO OUT

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BRG. = BEARING REINF. = REINFORCING

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C.I.P. = CAST IN PLACE REM. = REMAINDER

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C.J. = CONSTRUCTION JOINT R.O. = ROUGH OPENING

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CLR. = CLEAR SECT. = SECTIONS

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CMU = CONCRETE MASONRY SIM. = SIMILAR

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UNIT S.J. = SHRINKAGE JOINT

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COL. = COLUMN STL. = STEEL

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CONC. = CONCRETE SW = SHEARWALL

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C.S.J. = CLOSURE STRIP JOINT SYMM. = SYMMETRICAL

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EA. = EACH T. = TOP

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E.E. = EACH END T.O. = TOP OF

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E.F. = EACH FACE T.O.B. = TOP OF BEAM

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E.J. = EXPANSION JOINT T.O.F. = TOP OF FOOTING

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EL. OR ELEV. = ELEVATION T.O.S. = TOP OF STEEL

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E.N.W. OR ENW = ENGINEERS NORTHWEST TOP OF SLAP

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F.O. = FACE OF TYP. = TYPICAL AT ALL

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EQ. = EQUAL SIMILAR PLACES

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E.S. = EACH SIDE U.B.C. = UNIFORM BUILDING

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E.W. = EACH WAY CODE

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F.O.C. = FACE OF CONCRETE U.N.O. = UNLESS NOTED

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F.O.S. = FACE OF STUD OTHERWISE

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F.O.W. = FACE OF WALL = VERTICAL EACH FACE

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FTG. = FOOTING VERT. = VERTICAL

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GA. = GAGE V.F.F. = VERTICAL FAR FACE

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GALV. = HOT DIP GALVANIZED VFY = VERIFY

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G.W.B. = GYPSUM WALL BOARD V.I.F. = VERTICAL INSIDE

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H. OR HORIZ. = HORIZONTAL FACE

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I.B.C. = INTERNATIONAL BUILDING V.N.F. = VERTICAL NEAR FACE

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CODE V.O.F. = VERTICAL OUTSIDE

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I.C.B.O. = INTERNATIONAL FACE

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CONFERENCE OF W/ = WITH

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BUILDING OFFICIALS W/O = WITH OUT

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I.F. = INSIDE FACE W.H.S. = WELD HEAD STUD

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INC. = INCLUDING @ = AT

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= CENTER LINE

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K = KIP (1000 POUNDS) = PLATE

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L.W. = LONG WAY

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L.L.H. = LONG LEG HORIZONTAL

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L.L.V. = LONG LEG VERTICAL

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S6.2 PANEL DETAILS/SECTIONS

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S3.3 FUTURE MEZZANINE FRAMING PLAN & SECTIONS

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S2.2 FOUNDATION SECTIONS

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2'-6"

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REBAR LAP SPLICE SCHEDULE

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f'c=3000 psi

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BAR SIZE

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f'c=6000 psi (TILT-UP PANEL)

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4'-8"

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2'-0"

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1'-6"

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#3

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3'-4"

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5'-2"

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#4

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#5

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#6

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#7

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#8

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5'-8"

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2'-0"

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1'-6"

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6'-6"

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3'-4"

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4'-0"

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%%uNOTES:

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1.) REF: ACI 318-02

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2.) LAP SPLICE CLASS B

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H.S.S. ROUND SHAPES ASTM A 500, GRADE B (Fy=42,000 PSI)

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S4.1 FIRE SPRINKLER PENETRATIONS

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& JOIST GIRDERS FOR 7 PSF NET UPLIFT.

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S4.2 ROOF ACCESS LADDER SECTIONS

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a. WILL BE PLACED AT A 2'-6" OFFSET FROM HALFWAY BETWEEN JOISTS ON

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TRAPEZED SUPPORTS.

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1

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1

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S0.1

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GENERAL NOTES

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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130 LAKESIDE SEATTLE, WA 98122 206 325 2553

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#

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REVISION

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DATE

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N

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S

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W

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F

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A

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E

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S

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L

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R.O. PER ARCH.

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LONG DIMENSION (8'-0" MAX.)

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2x FRAMING @

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24"oc PER PLAN.

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R.O. PER ARCH.

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SHORT DIMENSION

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(4'-0" MAX.)

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PER PLAN

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(10'-0" MAX.)

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~C JOIST

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~C JOIST

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4x6 DF#2 w/SIMPSON

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B46 HGRS EACH END

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%%uNOTE:-

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1.) SKYLIGHT AND ATTACHMENT OF SKYLIGHT TO FRAMING BY OTHERS.

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2.) LOCATE PER ARCH.

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DIAGONAL BRACE DETAIL

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~C PANEL POINT

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GREATER THAN 6"

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1.) WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND

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ARE LOCATED MORE THAN 6" FROM A PANEL POINT ~C REINFORCE THE

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JOIST WITH AN ADDED ANGLE (E.S. JOIST) EXTENDING FROM THE

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POINT LOAD THE THE NEAREST PANEL POINT ON THE OPPOSITE CHORD.

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LOCATIONS FOR SUPPORTING LOADS

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%%uNOTE:

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5

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GREATER THAN

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(TYPE A & D)

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N.T.S.

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CONCENTRATED LOAD

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4

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CONCENTRATED LOAD

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~C PANEL

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POINT

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6"

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OPEN WEB

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(TYP.)

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JOIST TOP

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%%uNOTES:%%u

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TRAPEZE BETWEEN ANY PANEL POINTS.

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BOT. CHORD

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PANEL POINTS

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(TYP.)

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FROM OPEN WEB STEEL JOIST

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2.) THIS DETAIL IS APPLICABLE TO SUPPORTING MECH. EQUIPMENT, SPRINKLER

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1.) DO %%uNOT%%u CUT OR DRILL ANY JOIST MEMBER.

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ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL.

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ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL.

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HANG WITHIN 6" OF ANY LOWER PANEL POINT FOR "K" & "LH" SERIES JOIST & JOIST GIRDER.

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HANG WITHIN 6" OF ANY UPPER PANEL POINT FOR "K" & "LH" SERIES JOIST & JOIST GIRDER.

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3.) JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN.

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4

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5

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1

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3

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2

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(TYPE A & D)

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N.T.S.

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5

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ALLOWABLE METHODS &

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PIPES, ETC.

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1

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2

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JOIST BOT. CHORD

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3

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4

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CHORD

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SEE "DIAGONAL

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BRACE DETAIL"

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STEEL JOIST

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PANEL POINTS

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TOP CHORD

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~4

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EA. END,

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TYP.

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NOTE: USE ~2" FILLET

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WELD @ K-JOISTS

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ONE ADDED ~< EA. SIDE OF

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JOIST BY JOIST SUPPLIER

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2.) DO NOT PLACE LOADS ON JOIST UNTIL ANGLE REINFORCEMENT IS INSTALLED.

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3.) ADDED ANGLES & WELDS BY TRUSS SUPPLIER

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TYPICAL SKYLIGHT FRAMING DETAIL #1

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~8" = 1'-0"

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EQ

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R.O. PER ARCH.

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LONG DIMENSION

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(8'-0" MAX.)

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PER PLAN

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(10'-0" MAX.)

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~C JOIST

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~C JOIST

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%%uNOTE:-

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1.) SKYLIGHT AND ATTACHMENT OF SKYLIGHT TO FRAMING BY OTHERS.

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2.) LOCATE PER ARCH.

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TYPICAL SKYLIGHT FRAMING DETAIL #2

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~8" = 1'-0"

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R.O. PER ARCH.

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EQ

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SHORT DIMENSION

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(4'-0" MAX.)

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2x FRAMING @ 24"oc

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PER PLAN, TYP.

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4x10 D.F. #2 w/

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SIMPSON TYP. "B" HGRS.

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EACH END NO EXCEPTIONS

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SIMPSON TYPE "B"

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R.O. PER ARCH.

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(4'-0" MAX.)

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2x FRAMING @

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24"oc PER PLAN.

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R.O. PER ARCH.

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(4'-0" MAX.)

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PER PLAN

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(10'-0" MAX.)

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~C JOIST

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~C JOIST

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4x8 DF#2 w/SIMPSON

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B48 HGRS EACH END

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VFY. w/ ARCH.

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4x8 DF#2 w/SIMPSON

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B48 HGRS EACH END

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TYPICAL ROOF PENETRATION DETAIL

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~8" = 1'-0"

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4x6 D.F.#2

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4x6 D.F.#2

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2x PER PLAN

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TYP.

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%%uNOTE:

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MAX LOAD: 250#

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NO EXCEPTION

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4x8 D.F. #2 w/

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HGRS. EACH END

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NO EXCEPTIONS

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CONTINUOUS EDGES

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4.) PROVIDE 2 ROWS 10d @ 4"oc EA. ROW AT EXTERIOR DIAPHRAGM BOUNDARIES, (BLDG. PERIMETER) TYP. (U.N.O.)

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2.) ALL NAILS TO BE FLUSH DRIVEN & SHALL NOT FRACTURE PLYWOOD SURFACE.

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1.) ALL NAILS SHALL BE 10d COMMON (0.148"%%C) w/1~8" MIN. PENETRATION INTO FRAMING.

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ROOF DIAPHRAGM NAILING SCHEDULE

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%%uNOTES:

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3

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2

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1

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ZONE

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10d @ 4"oc

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NAIL SPACING @

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10d @ 6"oc

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INTERMEDIATE SUPPORT

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NAIL SPACING @

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6"oc

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OTHER EDGES

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NAIL SPACING @

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10d @ 12"oc

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STIFFENERS

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ALLOWABLE

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SHEAR (plf)

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6"oc

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10d @ 12"oc

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10d @ 12"oc

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10d @ 2~8"oc

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STAGGERED

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4"oc

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2x6 DF#2 STIFF's

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@ 24"oc

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2x6 DF#2 STIFF's

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@ 24"oc

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2x6 DF#2 STIFF's

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@ 24"oc

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425

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640

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3.) PROVIDE ~6" MIN. CLEARANCE BETWEEN NAIL CENTERLINE AND PANEL EDGE.

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320

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6.) AT STEEL STRAP TIE LOCATIONS, NAIL ALL HOLES w/1~8" MIN. PENETRATION INTO SAWN LUMBER FRAMING. DO

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5.) "______" DENOTES DRAG STRUTS. PROVIDE 4 ROWS 10d COMMON STAGGERED, AT 4"oc EA. ROW (2 ROWS

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NOT USE 10d x 1~8" NAILS AS SPECIFIED IN SUPPLIER LITERATURE.

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EA. SIDE OF ~C OF DRAG BEAM.)

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TYPICAL "CONTINUOUS" EDGE

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TYPICAL "OTHER" EDGE

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TYPICAL "INTERMEDIATE" SUPPORT

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15

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9

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J

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18

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E

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A

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18

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17

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15

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9

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3

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1

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3

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1

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A

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J

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17

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7

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7

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1

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2

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2

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2

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3

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3

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2

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3

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3

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1

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3

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3

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1

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2

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2

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2

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2

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3

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3

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DRAG STRUT, TYPICAL

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50'-0"

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ROOF NAILING PLAN

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N.T.S.

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S0.2

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NET UPLIFT & DIAPHRAGM PLAN & MISCELLANEOUS

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sht

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S.J.

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S.J.

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S.J.

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S.J.

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S.J.

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DATUM ELEVATION 0'-0" (U.N.O.)

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CHAIR HT. TOP OF SLAB IS @ REF.

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SEE SLAB JOINT DETAIL ON S2.1 FOR

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(CHAIR 3'-0"oc EA. WAY MAX.)

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SUB-BASE PREPARED PER SOILS REPORT.

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6~8" CONCRETE SLAB ON GRADE OVER

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SLAB REINFORCING #4 @ 10"oc E.W.

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EQ.

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EQ.

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EQ.

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TYP.

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SITE ELEV. PER CIVIL ENGINEER.

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TYP.

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TYP.

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H.S.S. 10x10x~8 COLUMN

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TYPICAL, U.N.O.

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(-5'-0")

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(-5'-0")

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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C.S.J.

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60'-0"

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1020'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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60'-0"

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60'-0"

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9'-0"

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9'-0"

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6'-0"

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6'-0"

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6'-0"

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9'-0"

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4'-0"

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CONT. FTG.

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TYP. U.N.O.

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3'-0"

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9'-0"

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6'-0"

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9'-0"

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9'-0"

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3'-0"

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6'-0"

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57

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58

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60

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59

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62

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61

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64

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63

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66

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65

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68

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67

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70

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69

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73

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74

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75

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25'-1~4"

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24'-10~w"

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24'-8~4"

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24'-10~w"

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26'-5~8"

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26'-5~8"

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76

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77

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78

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(-5'-0")

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(-5'-0")

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(-5'-0")

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TYP.

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G-2.1

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TYP.

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G-2.1

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TYP.

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A-2.1

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L-2.1

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A-2.1

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%%uNOTES:

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3.) CENTER FOOTING ON WALLS OR COLUMNS. (U.N.O.)

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1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0'-0" (U.N.O.)

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REFER TO SHEET S2.1 FOR SCHEDULE.

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5.) SEE DWG. S0.1 FOR GENERAL NOTES

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4.) SEE DWG. S5.1 TO S5.4 FOR P.C. PANEL ELEVATIONS

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6.) SEE DWG. S2.1 FOR SLAB & FTG. DETAILS.

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7.) SEE SOILS REPORT FOR FOUNDATION PRELOADING, SITE PREPARATION,

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EARTHWORK, STRUCTURAL FILL AND SLAB ON GRADE SUPPORT REQUIREMENTS.

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FOUNDATION PLAN

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~1 = 1'-0"

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4'-0"

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CONT.

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FTG. TYP.

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U.N.O.

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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EQ.

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EQ.

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EQ.

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TYP.

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TYP.

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9'-0"

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TYP.

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9'-0"

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6'-0"

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9'-0"

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8'-8"

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6'-0"

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9'-0"

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3'-4" R.O.

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6'-0"

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3'-0"

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6'-0"

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9'-0"

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6'-0"

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9'-0"

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6'-0"

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9'-0"

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3'-0"

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3'-0"

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C.S.J.

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8'-6"

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5'-0" CONT.

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FOOTING

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(-5'-0")

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MATCH

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LINE

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MATCH

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LINE

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71

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F8.0

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F8.0

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F8.0

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F4.0

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F8.0

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72

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9'-0"

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9'-0"

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6'-0"

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F8.0

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F8.0

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F8.0

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F8.0

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PER ARCH.

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S.J.

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S.J.

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S.J.

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OPTIONAL C.J.

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LOCATED PER

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2'-7~4"

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3'-4"

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R.O.

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3'-2~w"

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3'-4~8"

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R.O.

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%%uNOTE:%%u

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CONTRACTOR

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8'-8"

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3'-4"

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R.O.

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3'-4"

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R.O.

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6'-0"

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9'-0"

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3'-0"

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4'-6"

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9'-0"

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4'-6"

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3'-4"

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R.O.

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E-2.1

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SIM.

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B-2.1

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TYP.

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B-2.1

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K-2.1

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TYP.

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H-2.1

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2'-0" FTG. TYP.

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@ C.I.P. SILL WALLS

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56

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2.) TOP OF FTG. ELEVATIONS INDICATED THUS: ( - ).

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8.) VERIFY ALL DIMENSIONS w/ ARCH., TYP. U.N.O.

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3'-0"

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9'-0"

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11'-8"

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3'-4"

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R.O.

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1A

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3'-4"

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R.O.

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11'-8"

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9'-0"

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3'-0"

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9'-0"

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6'-0"

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3'-4"

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R.O.

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11'-8"

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3'-4"

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3'-0"

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9'-0"

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R.O.

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11'-8"

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6'-0"

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F8.0

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60'-0"

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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FA

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C.S.J.

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C.S.J.

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(-1'-0")

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8'-0"

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8'-0"

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8'-0"

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8'-0"

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5'-0"

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5'-0"

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12'-0"

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7'-6"

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F-2.1

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F-2.1

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B-2.2

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FA

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FA

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C.S.J.

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C.S.J.

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7'-0"

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(-1'-0")

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8'-0"

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8'-0"

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8'-0"

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8'-0"

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5'-0"

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5'-0"

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12'-0"

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7'-6"

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F-2.1

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FA

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F-2.1

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B-2.2

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(-1'-0")

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96

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7'-0"

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95

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94

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93

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(-5'-0")

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400'-0"

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(-5'-0")

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1020'-0"

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50'-0"

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50'-0"

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50'-0"

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F8.0

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F7.5

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F7.0

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F6.0

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H.S.S. 8x8x~6

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F6.0

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H.S.S. 8x8x~6

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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(-1'-0" TYP. @

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INTERIOR FTGS., U.N.O.)

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F8.0

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F8.0

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F8.0

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79

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COLUMN

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COLUMN

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83

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F7.5

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4'-0"

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CONT. FTG.

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J-2.1

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F6.0

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H-2.1

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H-2.1

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8'-11"

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TYP.

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8'-11"

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TYP.

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1

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sht

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job no.

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drawn

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date

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REVISION

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DATE

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FOUNDATION PLAN

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10

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9

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8

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7

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6

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10

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9

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8

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7

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6

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5

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4

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3

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2

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1

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5

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4

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3

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2

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1

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H

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G

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F

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E

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D

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C

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B

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A

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40

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F8.0

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F8.0

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F8.0

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39

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F4.0

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H.S.S. 8x8x~4

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E-2.1

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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10

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11

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12

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13

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14

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15

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16

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F8.0

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17

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18

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19

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20

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21

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22

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FTG. TYP.

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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60'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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50'-0"

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1020'-0"

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60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

12'-6"

AutoCAD SHX Text

5'-0"

AutoCAD SHX Text

26'-5~8"

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31

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32

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33

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34

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35

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36

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37

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8'-6"

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5'-0" CONT.

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FOOTING

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(-5'-0")

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9'-0"

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(-5'-0")

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(-5'-0")

AutoCAD SHX Text

41

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42

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43

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44

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45

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46

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48

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47

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50

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49

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52

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51

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54

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53

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55

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(-5'-0")

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(-5'-0")

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A-2.1

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TYP.

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C-2.1

AutoCAD SHX Text

A-2.1

AutoCAD SHX Text

A-2.1

AutoCAD SHX Text

A-2.1

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

11'-8"

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

11'-8"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

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3'-0"

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3'-0"

AutoCAD SHX Text

R.O.

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3'-4"

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R.O.

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9'-7"

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4'-0"

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CONT.

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U.N.O.

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

AutoCAD SHX Text

F8.0

AutoCAD SHX Text

C.S.J.

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C.S.J.

AutoCAD SHX Text

MATCH

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LINE

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

LINE

AutoCAD SHX Text

38

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AutoCAD SHX Text

F8.0

AutoCAD SHX Text

F8.0

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F8.0

AutoCAD SHX Text

S.J.

AutoCAD SHX Text

S.J.

AutoCAD SHX Text

S.J.

AutoCAD SHX Text

S.J.

AutoCAD SHX Text

DATUM ELEVATION 0'-0" (U.N.O.)

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CHAIR HT. TOP OF SLAB IS @ REF.

AutoCAD SHX Text

SEE SLAB JOINT DETAIL ON S2.1 FOR

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(CHAIR 3'-0"oc EA. WAY MAX.)

AutoCAD SHX Text

SUB-BASE PREPARED PER SOILS REPORT.

AutoCAD SHX Text

6~8" CONCRETE SLAB ON GRADE OVER

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SLAB REINFORCING #4 @ 10"oc E.W.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

TYP.

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SITE ELEV. PER CIVIL ENGINEER.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

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EQ.

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EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

TYP.

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TYP.

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TYP.

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F8.0

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F8.0

AutoCAD SHX Text

F8.0

AutoCAD SHX Text

F8.0

AutoCAD SHX Text

PER ARCH.

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S.J.

AutoCAD SHX Text

S.J.

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S.J.

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S.J.

AutoCAD SHX Text

OPTIONAL C.J.

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LOCATED PER

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%%uNOTE:%%u

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CONTRACTOR

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3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

19'-3~4"

AutoCAD SHX Text

(FROM GRID F )

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-2~w"

AutoCAD SHX Text

3'-4~8"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

5'-0"

AutoCAD SHX Text

25'-0"

AutoCAD SHX Text

(-1'-0" TYP. @

AutoCAD SHX Text

INTERIOR FTGS., U.N.O.)

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

11'-8"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

OPP.

AutoCAD SHX Text

L-2.1

AutoCAD SHX Text

F8.0

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F8.0

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56

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23

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24

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25

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26

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29

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30

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27

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28

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J

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400'-0"

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50'-0"

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F8.0

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F8.0

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FA

AutoCAD SHX Text

C.S.J.

AutoCAD SHX Text

C.S.J.

AutoCAD SHX Text

(-1'-0")

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8'-0"

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8'-0"

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8'-0"

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8'-0"

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5'-0"

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5'-0"

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12'-0"

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7'-6"

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F-2.1

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F-2.1

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B-2.2

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FA

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(-1'-0")

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FA

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C.S.J.

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C.S.J.

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7'-0"

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(-1'-0")

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8'-0"

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8'-0"

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8'-0"

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8'-0"

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5'-0"

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5'-0"

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12'-0"

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7'-6"

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F-2.1

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F-2.1

AutoCAD SHX Text

B-2.2

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FA

AutoCAD SHX Text

(-1'-0")

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7'-0"

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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F8.0

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92

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91

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90

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89

AutoCAD SHX Text

F8.0

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H.S.S. 8x8x~6

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(-1'-0")

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30'-0"

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30'-0"

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30'-0"

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30'-0"

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30'-0"

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30'-0"

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30'-0"

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30'-0"

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30'-0"

AutoCAD SHX Text

29'-7"

AutoCAD SHX Text

26'-5~8"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

9'-0"

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3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

11'-8"

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3'-4"

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R.O.

AutoCAD SHX Text

2'-0"

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3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-0"

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9'-0"

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6'-0"

AutoCAD SHX Text

9'-0"

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3'-0"

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6'-0"

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9'-0"

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11'-8"

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3'-4"

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R.O.

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9'-0"

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9'-0"

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3'-0"

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6'-0"

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6'-0"

AutoCAD SHX Text

9'-0"

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3'-0"

AutoCAD SHX Text

11'-8"

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3'-4"

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R.O.

AutoCAD SHX Text

FTG. TYP.

AutoCAD SHX Text

4'-0"

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CONT.

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U.N.O.

AutoCAD SHX Text

13'-8"

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3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-8"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

2'-7~4"

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

10A

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

11'-8"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-4"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

R.O.

AutoCAD SHX Text

11'-8"

AutoCAD SHX Text

1020'-0"

AutoCAD SHX Text

F8.0

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F8.0

AutoCAD SHX Text

F8.0

AutoCAD SHX Text


AutoCAD SHX Text

TYP.

AutoCAD SHX Text

G-2.1

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COLUMN

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

COLUMN

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AutoCAD SHX Text

TYPICAL, U.N.O.

AutoCAD SHX Text

J-2.1

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8'-11"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

8'-11"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

2'-0"

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3'-4"

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R.O.

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1

AutoCAD SHX Text

%%uNOTES:

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SEE S1.1 FOR NOTES

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FOUNDATION PLAN

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~1 = 1'-0"

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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I

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H

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G

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O

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T

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S

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O

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T

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S

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T

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A

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E

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W

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F

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A

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E

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I

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G

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N

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E

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N

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R

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E

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P

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S

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A

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N

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O

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I

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E

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O

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F

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S

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R

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L

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21840

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S1.2

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FOUNDATION PLAN

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50'-0"

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15

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14

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13

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12

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11

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10

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J

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H

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G

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F

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16

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17

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18

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E

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D

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C

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B

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A

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18

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17

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16

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15

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14

AutoCAD SHX Text

13

AutoCAD SHX Text

12

AutoCAD SHX Text

11

AutoCAD SHX Text

10

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

1020'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

R.D.

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

36/48G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

TAPERED GIRDER

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

R.D.

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

4x6 D.F.#2

AutoCAD SHX Text

@ STRAPS

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

~0" CDX 5 PLY (40/20)

AutoCAD SHX Text

NAIL PER SCHEDULE

AutoCAD SHX Text

ROOF FRAMING PLAN

AutoCAD SHX Text

~1" = 1'-0"

AutoCAD SHX Text

5.) SEE SHEET S0.2 FOR NAILING SCHEDULES AND MISC. DETAILS.

AutoCAD SHX Text

4.) SEE SHEET S3.X FOR ROOF DETAILS.

AutoCAD SHX Text

3.) CONTRACTOR AND TRUSS SUPPLIER TO VERIFY M/U & SPRINKLER MAIN WEIGHTS & LOCATIONS.

AutoCAD SHX Text

2.) < - > INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM.

AutoCAD SHX Text

1.) [ - ] INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF PLYWOOD) ABOVE DATUM.

AutoCAD SHX Text

%%uNOTES:%%u

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(107k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

36LH (400/252) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

LINE

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

LINE

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

C-3.1

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B-3.1

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TYP.

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H-3.1

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TYP.

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TYP.

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G-3.1

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TYP.

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J-3.1

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[41'-7"]

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[41'-7"]

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[40'-2~8"]

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[39'-6"]

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[40'-2~8"]

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[39'-6"]

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[39'-6"]

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[39'-6"]

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A-3.2

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B-3.2

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[41'-7"]

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[41'-7"]

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[41'-7"]

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[41'-7"]

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[42'-9"]

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[42'-9"]

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[42'-9"]

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[42'-9"]

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[42'-9"]

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[42'-9"]

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E-3.1

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D.F. #2 2x6 STIFFENER

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@ 2'-0"oc U.N.O. PER

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ROOF DIAPHRAGM NAILING

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SCHEDULE SHEET S0.2

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[43'-11"]

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[43'-11"]

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TYP.

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D-3.1

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TYP.

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C-3.1

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B-3.1

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TYP.

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[43'-11"]

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[43'-11"]

AutoCAD SHX Text

[45'-0"]

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[45'-0"]

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[45'-0"]

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[45'-0"]

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TYP.

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D-3.1

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TYP.

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C-3.1

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B-3.1

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TYP.

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[43'-11"]

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[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

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[42'-9"]

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DESIGN JOISTS FOR 1.5k ADD. LOAD

AutoCAD SHX Text

AT ANY TOP CHORD PANEL POINT.

AutoCAD SHX Text

DESIGN GIRDER FOR ADDITIONAL 5.0k

AutoCAD SHX Text

ADD LOAD AT ANY TOP CHORD PANEL

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POINT AT HATCHED AREAS. TYPICAL U.N.O.

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C-3.1A

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4x6 D.F. BLKG.,

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TYP. THIS GRID

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(36" @ GRID A )

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TYP.

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A-3.1

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CANOPY PER ARCH. DRWGS.

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60G 6N 21.5K

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(53k AXIAL)

AutoCAD SHX Text

[41'-7"]

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60G 6N 21.5K

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(53k AXIAL)

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PLACED @ MID SPAN FOR MAXIMUM BENDING MOMENT OR @ SUPPORT

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e.) DESIGN ALL JOIST GIRDERS FOR MINIMUM SEISMIC AXIAL

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d.) DESIGN JOISTS FOR ADDITIONAL FUTURE MECHANICAL LOADS

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FOR MAXIMUM SHEAR. (REFER TO SHADED AREAS ON PLAN)

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a.) BASE LOADS: D.L. = 15 PSF

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L.L. = 25 PSF

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NET UPLIFT = 7 PSF TYPICAL

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& SPRINKLER MAINS 4" %%C AND LARGER.

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b.) DESIGN JOISTS & JOISTS GIRDERS FOR ADDITIONAL MECHANICAL UNITS SHOWN

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c.) VERIFY WEIGHTS & LOCATIONS OF MECHANICAL UNITS & SPRINKLER MAINS.

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6.) TRUSS SUPPLIER NOTE:

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COMPRESSION/TENSION PER PLAN U.N.O. (NOTE 1.33 STRESS INCREASE NOT ALLOWED)

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(ASD DESIGN USED)

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f.) ALL JOIST LOADS AND GIRDER NODE LOADS SHOWN PER PLAN ARE BASE LOADINGS

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PER NOTE "a" ABOVE. ALL JOIST LOADS AND SUBSEQUENT GIRDER NODE

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REACTIONS PER NOTES "b" THROUGH "e" ARE IN ADDITION TO BASE LOADS AND

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SHALL BE INCLUDED IN JOIST/GIRDER DESIGN.

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(TYP. 24 PLCS.

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~<3x3x~4 BRACE

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THIS GRID)

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PER SECTION D-3.2

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50'-0"

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400'-0"

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60'-0"

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1020'-0"

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36/48G 6N SP.

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W30x90

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F-3.2

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F-3.2

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W30x90

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TYP.

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D-3.2

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E-3.2

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E-3.2

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W30x90

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TYP.

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D-3.2

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F-3.2

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F-3.2

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W30x90

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W24x68

AutoCAD SHX Text

C-3.2

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TYP.

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D-3.2

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60G 6N 21.5K

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(53k AXIAL)

AutoCAD SHX Text

44/60G 6N 21.5K (75k AXIAL)

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TAPERED GIRDER

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72G 6N 21.5K

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

W36x135

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W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

36G 3N SP.

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W14x30

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[41'-7"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

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[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

C-3.1A

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[41'-7"]

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

C-3.2

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A-3.1

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C-3.1

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TYP.

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C-3.1A

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SIM.

AutoCAD SHX Text

A-3.2

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72G 6N 21.5K

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72G 6N 21.5K

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72G 6N 21.5K

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72G 6N 21.5K

AutoCAD SHX Text

[40'-7"]

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8'-0"

AutoCAD SHX Text

E-3.1

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[43'-11"]

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[42'-0"]

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W14x22

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W14x22

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W18x35

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W14x22

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J-3.1A

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TYP.

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B-3.2A

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[39'-6"]

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[40'-2~8"]

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G-3.2A

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[39'-11~8"]

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[39'-6"]

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W14x22

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W14x22

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W14x22

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W16x26

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W21x44

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H-3.2

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4x6 DF#2 TYP.

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U.N.O. @ STRAPS

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G-3.2

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TYP.

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[40'-2~8"]

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SIM.

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A-3.2

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[39'-10"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

(44" @ GRID 17 )

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B-3.1A

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W14x22

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W18x35

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[40'-2~8"]

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SIM.

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A-3.2

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(TAPERED 48" @ GRID 15 )

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[41'-7"]

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C-3.2

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[39'-7~8"]

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[39'-6"]

AutoCAD SHX Text

W14x22

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W14x22

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W18x35

AutoCAD SHX Text

W24x68

AutoCAD SHX Text

TYP.

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B-3.2A

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[40'-2~8"]

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B-3.1A

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[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

8'-0"

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8'-0"

AutoCAD SHX Text

8'-0"

AutoCAD SHX Text

W36x135

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72G 6N 21.5K

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(53k AXIAL)

AutoCAD SHX Text

(71k AXIAL)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

W36x135

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W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

[45'-0"]

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[42'-9"]

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10.3

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13

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15.2

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17.4

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32/48G 5N SP. (66k AXIAL)

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[40'-2~8"]

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4.2

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6.8

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9.1

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11.2

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12.7

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W16x26

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W14x22

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11.5

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14

AutoCAD SHX Text

(107k AXIAL)

AutoCAD SHX Text

(89k AXIAL)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

[41'-7"]

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1.5k ADD. LOAD

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1.5k ADD. LOAD

AutoCAD SHX Text

1.5k ADD. LOAD

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6'-0"

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VFY.

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FUTURE

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GENERATOR

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(TAPERED 40" @ GRID 18 )

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(71k AXIAL)

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MSTC66 STRAPS

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ACROSS JOIST

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AS SHOWN

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32LH (400/250)

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(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250)

AutoCAD SHX Text

(37.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(22.5K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(19.5K AXIAL)

AutoCAD SHX Text

(62k AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(16.5K AXIAL)

AutoCAD SHX Text

DESIGN JOISTS FOR 1.5k ADD. LOAD

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AT ANY TOP CHORD PANEL POINT.

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DESIGN GIRDER FOR ADDITIONAL 5.0k

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ADD LOAD AT ANY TOP CHORD PANEL

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POINT AT HATCHED AREAS. TYPICAL U.N.O.

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1

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1

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H-3.2

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H-3.2

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H-3.2

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H-3.2

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1

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1

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1

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1

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H-3.2

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H-3.2

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1

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1

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H-3.2

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1

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H-3.2

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1

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1

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SIM.

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H-3.1

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1

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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W

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R

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21840

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S1.3

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ROOF FRAMING PLAN

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N

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S

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L

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E

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E

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P

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N

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S

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L

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C

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O

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10

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9

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8

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7

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6

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10

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9

AutoCAD SHX Text

8

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7

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6

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5

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4

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3

AutoCAD SHX Text

2

AutoCAD SHX Text

1

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5

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4

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3

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2

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1

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H

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G

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F

AutoCAD SHX Text

E

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D

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C

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B

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A

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60'-0"

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60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

1020'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

36/48G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

TAPERED GIRDER

AutoCAD SHX Text

G-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

H-3.1

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

R.D.

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

4x6 D.F.#2

AutoCAD SHX Text

@ STRAPS

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

~0" CDX 5 PLY (40/20)

AutoCAD SHX Text

NAIL PER SCHEDULE

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

36LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(8.0K AXIAL)

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

LINE

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

LINE

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

A-3.2

AutoCAD SHX Text

B-3.2

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

J-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D.F. #2 2x6 STIFFENER

AutoCAD SHX Text

@ 2'-0"oc U.N.O. PER

AutoCAD SHX Text

ROOF DIAPHRAGM NAILING

AutoCAD SHX Text

SCHEDULE SHEET S0.2

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D-3.1

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B-3.1

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TYP.

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

C-3.1

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D-3.1

AutoCAD SHX Text

B-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

C-3.1

AutoCAD SHX Text

<41'-0"> TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

C-3.1

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

(36" @ GRID A )

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

[43'-11"]

AutoCAD SHX Text

1.5k ADD. LOAD AT

AutoCAD SHX Text

ANY TOP CHORD

AutoCAD SHX Text

PANEL POINT.

AutoCAD SHX Text

TYPICAL U.N.O.

AutoCAD SHX Text

DESIGN JOISTS FOR

AutoCAD SHX Text

DESIGN GIRDER

AutoCAD SHX Text

FOR ADDITIONAL

AutoCAD SHX Text

5.0k ADD LOAD AT

AutoCAD SHX Text

ANY TOP CHORD

AutoCAD SHX Text

PANEL POINT AT

AutoCAD SHX Text

HATCHED AREAS.

AutoCAD SHX Text

E-3.1

AutoCAD SHX Text

~1" = 1'-0"

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

60G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

36/48G 5N 15.0K

AutoCAD SHX Text

(37K AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

36LH (400/250)

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

32LH (400/250) @ 10'-0"oc

AutoCAD SHX Text

(11.0K AXIAL)

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

4x6 D.F.#2

AutoCAD SHX Text

@ STRAPS

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

J

AutoCAD SHX Text

400'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

A-3.2

AutoCAD SHX Text

E-3.1

AutoCAD SHX Text

C-3.2

AutoCAD SHX Text

W24x68

AutoCAD SHX Text

W30x90

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

F-3.2

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F-3.2

AutoCAD SHX Text

H-3.2

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W30x90

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D-3.2

AutoCAD SHX Text

E-3.2

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

E-3.2

AutoCAD SHX Text

W30x90

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D-3.2

AutoCAD SHX Text

F-3.2

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

F-3.2

AutoCAD SHX Text

W30x90

AutoCAD SHX Text

W24x68

AutoCAD SHX Text

C-3.2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

D-3.2

AutoCAD SHX Text

(TYP. 24 PLCS.

AutoCAD SHX Text

~<3x3x~4 BRACE

AutoCAD SHX Text

THIS GRID)

AutoCAD SHX Text

PER SECTION D-3.2

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

1020'-0"

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

C-3.1A

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

60G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

W36x135

AutoCAD SHX Text

B-3.2

AutoCAD SHX Text

[42'-9"]

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

[45'-0"]

AutoCAD SHX Text

%%uNOTES:

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SEE S1.4 FOR NOTES

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

FRAMING PLAN

AutoCAD SHX Text

[41'-7"]

AutoCAD SHX Text

1.5k ADD. LOAD

AutoCAD SHX Text

1.5k ADD. LOAD

AutoCAD SHX Text

1.5k ADD. LOAD

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

72G 6N 21.5K

AutoCAD SHX Text

(53k AXIAL)

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

1

AutoCAD SHX Text

H-3.2

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

%%uNOTE:

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CONFIRM LOCATIONS

AutoCAD SHX Text

& SIZES OF ALL

AutoCAD SHX Text

SPRINKLER MAINS

AutoCAD SHX Text

TAPERED GIRDER

AutoCAD SHX Text

(36" @ GRID J )

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

sht

AutoCAD SHX Text

job no.

AutoCAD SHX Text

drawn

AutoCAD SHX Text

checked

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

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#

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REVISION

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DATE

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N

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N

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H

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G

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O

AutoCAD SHX Text

T

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S

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O

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T

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S

AutoCAD SHX Text

T

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A

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E

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W

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F

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A

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E

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I

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G

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N

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E

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N

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R

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E

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P

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S

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A

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E

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F

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S

AutoCAD SHX Text

R

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L

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21840

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S1.4

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ROOF FRAMING PLAN

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AutoCAD SHX Text

h/4 DEEP x ~2" SOFT SAWN JOINT

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

~8"%%c x 1'-6" PLAIN BAR @

AutoCAD SHX Text

FLARE & GREASE ENTIRE BAR

AutoCAD SHX Text

18"o/c CUT ONE END w/o

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

CONSTRUCTION JOINT (C.J.)

AutoCAD SHX Text

SHRINKAGE JOINT (S.J.)

AutoCAD SHX Text

HOLD

AutoCAD SHX Text

3"CLR.

AutoCAD SHX Text

HOLD

AutoCAD SHX Text

2"CLR.

AutoCAD SHX Text

P.C. RETAINING WALL SCHEDULE

AutoCAD SHX Text

DIM. "H"

AutoCAD SHX Text

H%%U<%%U2'-0"

AutoCAD SHX Text

2'-0"%%U<%%UH%%U<%%U4'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

K-2.1

AutoCAD SHX Text

FTG PER WIDTH

AutoCAD SHX Text

OF WALL

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

~w" KEY EA. SIDE

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

HOLD 1'-0"

AutoCAD SHX Text

SCHEDULE.

AutoCAD SHX Text

(4'-0" MAX.)

AutoCAD SHX Text

"H" VARIES

AutoCAD SHX Text

FTG. DRAIN PER CIVIL

AutoCAD SHX Text

BOT. TRANSVERSE BARS

AutoCAD SHX Text

DRAINING BACK FILL.

AutoCAD SHX Text

BACK FILL w/FACE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

E-2.1

AutoCAD SHX Text

(3'-6" MAX.)

AutoCAD SHX Text

PER ARCH.

AutoCAD SHX Text

TOP & BOT.

AutoCAD SHX Text

2- #5 CONT.

AutoCAD SHX Text

SIDEWALK/RAMP/

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FINISH GRADE PER ARCH.

AutoCAD SHX Text

PER SCHEDULE.

AutoCAD SHX Text

6" P.C. PNL. w/VERT. BARS

AutoCAD SHX Text

(STOP @ JOINTS)

AutoCAD SHX Text

MAXIMUM SPACING &

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2.) SOIL SUBGRADE PER SOILS REPORT.

AutoCAD SHX Text

LOCATION PER FDN. PLAN

AutoCAD SHX Text

SLAB & REINF PER

AutoCAD SHX Text


AutoCAD SHX Text

1.) SEE ARCH. DTLS. FOR SPECIAL JOINT FINISH.

AutoCAD SHX Text


AutoCAD SHX Text

%%uNOTE:%%u

AutoCAD SHX Text

PLAN

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%%uNOTE:%%u

AutoCAD SHX Text

CLR. MAX.

AutoCAD SHX Text

HOLD 1~8"

AutoCAD SHX Text

CLR. MAX.

AutoCAD SHX Text

#5 @ 10"oc

AutoCAD SHX Text

#5 @ 18"oc

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

F-2.1

AutoCAD SHX Text

VERT. BARS

AutoCAD SHX Text

FTG WIDTH

AutoCAD SHX Text

MAXIMUM SPACING &

AutoCAD SHX Text

SLAB & REINF PER

AutoCAD SHX Text

LOCATION PER FDN. PLAN

AutoCAD SHX Text

REINF. PER PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

HOLD 1~8"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

G-2.1

AutoCAD SHX Text

W=4'-0"

AutoCAD SHX Text

HOLD 2"

AutoCAD SHX Text

CLR.

AutoCAD SHX Text

1'-6" MIN.

AutoCAD SHX Text

(PER PLAN)

AutoCAD SHX Text

REINF. PER SCHEDULE

AutoCAD SHX Text

WIDTH PER PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

A-2.1

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3" CLR.

AutoCAD SHX Text

HOLD

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SCHEDULE

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DEPTH PER

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

PER SCHEDULE

AutoCAD SHX Text

BOTTOM TRANSVERSE BARS

AutoCAD SHX Text

BARS PER SCHEDULE

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

1~8" CLR.

AutoCAD SHX Text

FINISHED GRADE OR CONC.

AutoCAD SHX Text

SLAB PER ARCH.

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

PER ELEVATIONS

AutoCAD SHX Text

P.C. PANEL

AutoCAD SHX Text

1- #5 CONT.

AutoCAD SHX Text

HOLD

AutoCAD SHX Text

NON-SHRINK GROUT

AutoCAD SHX Text

~w" CONT. SOLID

AutoCAD SHX Text

(2 MIN. @ JAMB WIDTHS 3'-0" OR LESS)

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PER PLAN

AutoCAD SHX Text

SLAB ON GRADE

AutoCAD SHX Text

#4 DOWELS @ 1'-4"oc TYPICAL

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1~8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

HOLD

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HOLD

AutoCAD SHX Text

(PER PLAN)

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

B-2.1

AutoCAD SHX Text

(PER PLAN)

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

FTG. SIZE PER PLAN, REINF. PER SCHEDULE

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%%uNOTE:-%%u

AutoCAD SHX Text

3"CLR.

AutoCAD SHX Text

BOLT II ANCHORS. EMBED

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ANCHOR BOLTS OR HILTI KWIK

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~w" BASE ~P w/ 4- 1"%%C

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2"CLR.

AutoCAD SHX Text

ANCHORS 9" w/ SPCL. INSP.

AutoCAD SHX Text

~w" NON-SHRINK GROUT

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CLOSURE POUR

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~C COL. & FTG.

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~4

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TYP.

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

H.S.S. COL. PER PLAN

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PER SECT.

AutoCAD SHX Text

%%uNOTE:%%u REMAINDER

AutoCAD SHX Text

A-2.1

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8-#5 (4 TOP & 4 BOT)

AutoCAD SHX Text

4-#5 (2 TOP & 2 BOT)

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

REINFORCEMENT SCHEDULE

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CONTINUOUS FOOTING

AutoCAD SHX Text

DEPTH

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W<3'-0"

AutoCAD SHX Text

11~4"

AutoCAD SHX Text

16"

AutoCAD SHX Text

WIDTH

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BARS

AutoCAD SHX Text

EQ

AutoCAD SHX Text

EQ

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6"

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#5 @ 18"oc

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(REF: SECT. A-2.1)

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N/A

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TRANSVERSE

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0'-0"

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2'-6"

AutoCAD SHX Text

(4'-0" MAX.)

AutoCAD SHX Text

VERIFY

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1~8"CLR.

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HOLD

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REINF. PER PANEL

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PER ELEVS.

AutoCAD SHX Text

P.C. PANEL BEYOND

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1" CLR.

AutoCAD SHX Text

SLAB ON GRADE

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PER PLAN

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8'-0" x 8'-0" x 1'-6"

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text

LENGTHxWIDTHxDEPTH

AutoCAD SHX Text

CLOSURE STRIP PER PLAN

AutoCAD SHX Text

FACE OF P.C. WALL

AutoCAD SHX Text

SLAB PER PLAN

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AutoCAD SHX Text


AutoCAD SHX Text

NOTE:

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SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

H-2.1

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RUN CONT.

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REINF. THROUGH

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SPREAD FTG.

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HOLD

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3"CLR.

AutoCAD SHX Text

FTG PER PLAN

AutoCAD SHX Text

& SCHEDULE

AutoCAD SHX Text

MARK

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F8.0

AutoCAD SHX Text

(ALLOW SOIL BRG=2500 PSF)

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

SECTION

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~w" = 1'-0"

AutoCAD SHX Text

D-2.1

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PER SECT.

AutoCAD SHX Text

%%uNOTE:%%u REMAINDER

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A-2.1

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#4 @ 16"oc IN PIT

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VERIFY ALL DIMENSIONS

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w/DOCK LEVELER MFR.

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SECTION

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~w" = 1'-0"

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C-2.1

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AutoCAD SHX Text

(PER PLAN)

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CONT. FTG.

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BEYOND

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SLAB PER ARCH.

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CLR.

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1"

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PAINT w/3 COATS OF

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ASPHALTIC PAINT ALL

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STEEL BELOW GRADE,

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0'-0"

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ANCHOR BOLTS OR

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EMBED 8"

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~w" BASE ~P w/4-~w"%%c

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HILTI KWIK BOLTII

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H.S.S. COL. PER

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SLAB ON GRADE

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PER PLAN

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PLAN

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~8"

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1~8"

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P.C. PNL PER ELEV'S

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(PER PLAN)

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~C COL. & FTG

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PER PLAN

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%%uNOTE:%%u

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1~8"

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1~8"

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~4

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LEDGER ANGLE PROVIDED

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#4 @ 16"oc

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VERIFY w/ DOCK LEVELER MFR.

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#4 (2 PER PIT)

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HOLD 1~8" CLR.

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FIN. GRADE OR CONC.

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PER MFR.

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VFY. w/ARCH.

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4'-0" MAX.

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SLAB PER ARCH.

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6"

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0'-0"

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PER MFR.

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6" SLAB

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~w"

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SEAT

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1'-6"

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~w" CLR.

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SLOPE

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HOLD

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WITH PIT KIT

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HOLD

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3"CLR.

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8"

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HOLD

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2"CLR.

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#4 CONT.

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1- #4 CONT.

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SLAB ON GRADE

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TYP.

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HOLD

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1"CLR.

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6- #5 TOP EACH WAY

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8- #6 BOT. EACH WAY

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SECTION

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~w" = 1'-0"

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J-2.1

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CLOSURE STRIP JOINT (C.S.J.)

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~w" = 1'-0"

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1" CLR.

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FTG. DRAIN

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PER CIVIL

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SLAB PER ARCH.

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HOLD

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2"CLR.

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GENERAL CONTRACTOR'S (G.C.) OPTION TO LOWER FTG AS

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REQUIRED (-1'-6" MAX.) FOR PLUMBING & ELECTRICAL.

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VERIFY LOCATIONS w/G.C.

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#4 @ 1'-4"oc

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1~8"

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1~8"

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7'-0" x 7'-0" x 1'-5"

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F7.0

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5- #5 TOP EACH WAY

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6- #6 BOT. EACH WAY

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HOLD 2~8"

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MIN. CLR.

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PER ELEV'S.

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A

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SECTION

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~w" = 1'-0"

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L-2.1

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(PER PLAN)

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HOLD

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3"CLR.

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& SCHEDULE

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FTG PER PLAN

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0'-0"

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1"

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CLR.

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~C COL. & FTG

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2'-0"

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PAINT, SHOP APPLIED, TYP.

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~w" BASE ~P w/

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4- ~w"%%C KWIK BOLTS

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8"

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8"

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4~8"

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1~8"

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1~8"

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1"

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4"

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4"

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1"

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4'-0" x 4'-0" x 1'-2"

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F4.0

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4- #5 BOT. EACH WAY

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GRIND WELDS FLUSH

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ON FACE OF DOCK

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LEVELER STEEL

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C-2.1

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LEDGER ANGLE PER C-2.1

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PER MANUF.

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D-2.1

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%%uNOTE:%%u

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BOTTOM

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BARS

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1'-6"

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h

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#4 x 3'-0" @ 24"oc TYP.

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(U.N.O.)

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PAINT ALL STEEL EXPOSED TO

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EARTH w/ 3 COATS ASPHALTIC

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AT OPENINGS

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VFY. GALV. PER ARCH

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3"

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5"

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2"

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SHOP APPLIED

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TOP TRANSVERSE

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BARS.

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GRIND

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SMOOTH

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TYP.

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LINE OF

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PRECAST

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WALL PANEL

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dtl. d1

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GALVANIZED

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C10x15.3

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~< PER ARCH

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TYP. @ DOOR

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%%uNOTE:

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COPE CHANNEL FLANGE THUS:

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TO FIT EDGE ANGLE WIDTH

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6~8" SLAB

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P.C. PANEL

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COPE

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dtl. d1

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0'-0"

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(PER PLAN)

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1'-0"

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1'-0"

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1'-4"

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2" CLR.

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TYP. U.N.O.

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HOLD

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2" CLR.

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2- #4 CONT.

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4- #7 TOP & BOT.

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HOLD

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3" CLR.

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#4 @ 24"oc

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#3 @ 8"oc

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1"

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CLR.

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8"

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8"

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EQ.

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EQ.

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~C

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dtl. l1

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(EMBED 7" MIN.)

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TOP & BOT.

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P.C. PANEL (C.I.P. WALL

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PER L-2.1 @ SIM.)

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N/A

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N/A

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TRANSVERSE

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TOP

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BARS

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TOP TRANSVERSE BARS

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PER SCHEDULE

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~C TIE BEAM @ ~C

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SHEARWALL BEYOND

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PER PLAN

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TEMPORARY ERECTION PAD

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EACH END OF PANEL AND

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@ EACH CORNER/JOINT

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VARIES

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4" C.I.P.

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VERT. BARS PER

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SCHEDULE @ ~C &

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#4 @ 12"oc HORIZ.

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WEEP HOLES SIZE &

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LOCATION PER CIVIL

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#4 @ 24"oc

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2'-0"

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PER ARCH.

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2- #4 TOP

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8" C.I.P. WALL w/

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#5 V. @ 16"oc @ ~C

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& #4 H. @ 10"oc

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FINISHED GRADE

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OR CONC. SLAB

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PER ARCH.

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SLAB ON GRADE PER PLAN.

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CONNECTION TO WALL PER

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SECTION E-2.1

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HOLD

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3"CLR.

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dtl. l1

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(PER PLAN)

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0'-0"

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2'-0"

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8"

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PER ARCH.

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2- #4 TOP

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8" C.I.P. WALL w/

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#5 V. @ 16"oc @ ~C

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& #4 H. @ 10"oc

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FINISHED GRADE

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OR CONC. SLAB

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PER ARCH.

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SLAB ON GRADE PER PLAN

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HOLD

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3"CLR.

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HORIZ. REINF.

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#4 TO MATCH

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2'-0"

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2'-0"

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0"

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HOLD 1~8" CLR.

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TYPICAL

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0'-0"

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VARIES

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4"

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PER ELEV.

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FTG. PER PLAN

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(REINF. & EMBEDS

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NOT SHOWN)

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24"x24" P.C. PILASTER

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w/ REINF. PER ELEV.

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6"

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PER ELEV.

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P.C. PANEL PER

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ELEVATION

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1" TYP.

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4- #9x20'-0"

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#6 @ 6"oc

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8- #9

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FULL LENGTH

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4- #9x20'-0"

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5- #7

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5- #7

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#6 @ 6"oc

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#6 @ 6"oc

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BOTTOM REINF.

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4- #6

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4- #6

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#6 @ 12"oc

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8- #9

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FULL LENGTH

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4- #6

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4- #6

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#6 @ 12"oc

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#6 @ 12"oc

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TOP REINF.

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~w" = 1'-0"

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TYPICAL TYPE "FA" FOOTING

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REINFORCING DETAIL (t=36")

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%%uNOTE:

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1.) PLACE LONGITUDINAL BOT. REINF. 3"CLR. TO BOTTOM OF FTG. PLACE TRANSVERSE

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REINF. DIRECTLY ABOVE.

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2.) PLACE LONGITUDINAL TOP REINF 3" CLR. TO TOP OF FTG. PLACE TRANSVERSE REINF.

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DIRECTLY BELOW.

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3.) DISTRIBUTE UNIFORMLY OVER EXTENTS SHOWN.

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4.) VERIFY MIN. ALLOWABLE SOIL BEARING CAPACITY = 2500psf.

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2"

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~C STUD

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~<3x3 TRIM PER ARCH.

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#4 @ 18"oc @ ~C SLAB

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2'-6"

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TOP OF WALL @ SIM.

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2"

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6"

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4- ~8"x6"

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W.H.S.'s, TYP.

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6"

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~P 3"x6"x~6" w/ 2- ~8"%%Cx6" W.H.S.

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(CENTER FTG.

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@ 4"oc @ ~C. LOCATE @ HANDRAIL

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CONNECTION POINTS

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5- #7

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5- #7

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2"

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TYPE CONNECTION

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EMBEDS ON GRID)

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W=5'-0"

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10-#5 (5 TOP & 5 BOT)

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18"

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#5 @ 18"oc

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N/A

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PER PLAN

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PER PLAN

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7'-6" x 7'-6" x 1'-6"

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F7.5

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5- #5 TOP EACH WAY

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7- #6 BOT. EACH WAY

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6" MIN.

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8- #7 VERT.

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~w" GROUT

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BED

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2"

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PROVIDE 4- #4

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TRANSVERSE TIES @

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4"oc UNDER EACH

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PILASTER

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COND. @ DOCK HIGH DOOR

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1

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1

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S2.1

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FOUNDATION SECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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H

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O

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T

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A

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E

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W

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F

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A

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E

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I

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(PER PLAN)

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0'-0"

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3"

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CLR.

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3"

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CLR.

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#5 CONT.

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#4 @ 18"oc

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2'-0"

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3'-0"

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8"

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8"

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HOLD

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2" CLR.

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#5 CONT.

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S2.2

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FOUNDATION SECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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I

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H

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G

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O

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T

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S

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T

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S

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T

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A

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E

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W

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F

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A

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E

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I

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G

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N

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E

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N

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R

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E

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P

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S

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A

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N

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O

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I

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GIRDER PER PLAN

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BY JOIST MFR.

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ACROSS TOP CHORD)

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(GIRDER MFR. TO DESIGN

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FOR AXIAL LOAD TRANSFER

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BRIDGING AS REQ'D.

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& BRG. SEAT FOR 11.0K LOAD INWARDS OR

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JOIST MFR. TO DESIGN EA. TRUSS TOP CHORD

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OUTWARD DUE TO SEISMIC FORCES IN COMBINATION

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%%uNOTE:

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w/ ROOF DEAD LOADS.

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3"

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%%uTYP. DETAIL BTWN. TRUSSES

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T.C. N./A.

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SECTION

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~w" = 1'-0"

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A-3.1

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[PER PLAN]

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<PER PLAN>

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5~8"

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BRG.

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2- #5 CONT. @ STUDS

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P.C. PNL. PER PLAN

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~4

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11.0K JOIST

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AXIAL LOAD.

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MFR. TO DESIGN

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LOAD TRANSFER

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THRU SHOE,

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JOIST PER PLAN

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~<8x4x~w CONT. L.L.V.

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%%uDETAIL a1

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~5

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~C EMBED &

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T.O. ANGLE

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5 "12"

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<PER PLAN>

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[PER PLAN]

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3"

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2 ROWS 10d @ 4"oc

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EA. ROW STAGGERED

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4x6 P.T. D.F. #2 BLKG.

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BTWN. JOISTS

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~w"%%c CARRIAGE BOLTS

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@ 24"oc

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(MAINTAIN 6" MIN.

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END DISTANCE).

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~<8x4x~w CONT. (L.L.V.)

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6"x~0"x1'-2" ~P

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EQUALLY SPACED

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BETWEEN JOISTS w/

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2- ~w"%%Cx6" W.H.S.'s

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@ 10"GA.

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~C EMBED

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8"

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12"

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4"

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4"

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6"

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6"

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4"

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12"

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4"

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~C JOIST PER PLAN

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~5

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~5

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3 SIDES

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TYP.

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EA. END

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EMBED PER SECT. A-3.1

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COPE AS REQUIRED

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%%uDETAIL a2

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~5

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3 SIDES

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TYP.

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EA. END

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~C EMBED

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PER DTL. a2

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EMBEDS PER

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SECT. A-3.1

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%%uDETAIL a3

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12"

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4"

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12"

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4"

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~C JOIST PER PLAN

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SPLICE ~P

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~5

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(CONDITION AT SCUPPERS)

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SCUPPER

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PER ARCH.

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10"

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SECTION

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~w" = 1'-0"

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TYP.

AutoCAD SHX Text

5~8"

AutoCAD SHX Text

JOIST PER PLAN

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

JOIST PER PLAN

AutoCAD SHX Text

AXIAL LOAD

AutoCAD SHX Text

C-3.1

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

STIFFENERS @ 2'-0"oc

AutoCAD SHX Text

12"oc U.N.O.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

C-3.1 & C-3.1A

AutoCAD SHX Text

X

AutoCAD SHX Text

1~8" = 1'-0"

AutoCAD SHX Text

STIFFENER PER PLAN

AutoCAD SHX Text

JOIST PER PLAN

AutoCAD SHX Text

2~8"

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

BOT. OF PLYWD.

AutoCAD SHX Text

@ 2x STIFFENERS (F36N

AutoCAD SHX Text

X

AutoCAD SHX Text

@ 12"oc STAGGERED

AutoCAD SHX Text

#14(0.242"%%c) x 2"

AutoCAD SHX Text

WOOD SCREWS

AutoCAD SHX Text

NAILER MUST BE FLUSH

AutoCAD SHX Text

%%uc1-c1

AutoCAD SHX Text

~4" MIN. FROM

AutoCAD SHX Text

%%uJOIST SUPPLIER NOTE

AutoCAD SHX Text

PROVIDE CLEARANCE FOR

AutoCAD SHX Text

KNIFE PLATE THRU GIRDER

AutoCAD SHX Text

SEAT @ ALL

AutoCAD SHX Text

LOCATIONS PER PLAN

AutoCAD SHX Text

VFY. w/ MFR.

AutoCAD SHX Text

7~8" GIRDER BRG.

AutoCAD SHX Text

WEB

AutoCAD SHX Text

N.A. OF

AutoCAD SHX Text

4"x~w" STABILIZER ~P

AutoCAD SHX Text

(NO WELD TO GIRDER)

AutoCAD SHX Text

HSS COL. PER PLAN

AutoCAD SHX Text

N.A. OF

AutoCAD SHX Text

JOIST SUPPLIER

AutoCAD SHX Text

BOLTS. VFY. WIDTH w/

AutoCAD SHX Text

~r" BRG. ~P w/ 4-~w"%%c

AutoCAD SHX Text

W.P.(E.S.)

AutoCAD SHX Text

CHORD

AutoCAD SHX Text

& COL.

AutoCAD SHX Text

~C JOIST

AutoCAD SHX Text

BTWN. ~C OF W.P.

AutoCAD SHX Text

%%uGIRDER MFR. NOTE:

AutoCAD SHX Text

~r"x4"x1'-4" KNIFE ~P

AutoCAD SHX Text

COL. WIDTH = MAX.. DISTANCE

AutoCAD SHX Text

~r"x4"x1'-4"

AutoCAD SHX Text

KNIFE ~P

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

1"

AutoCAD SHX Text

d-d

AutoCAD SHX Text

5~8"

AutoCAD SHX Text

1 "12"

AutoCAD SHX Text

1 "12"

AutoCAD SHX Text

CENTERED ON COL. ~C, TYP.

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

~4

AutoCAD SHX Text

~4

AutoCAD SHX Text

%%uSECTION d-d

AutoCAD SHX Text

1'-4"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

~5

AutoCAD SHX Text

KNIFE ~P

AutoCAD SHX Text

TO J.G. TOP

AutoCAD SHX Text

FLANGE

AutoCAD SHX Text

%%uPLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

D-3.1

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

e-e

AutoCAD SHX Text

4 "12"

AutoCAD SHX Text

1'-8"

AutoCAD SHX Text

1"

AutoCAD SHX Text

EMBED PER

AutoCAD SHX Text

SECT. A-3.1

AutoCAD SHX Text

E.S. OF PNL.

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

BM. PER PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

E-3.1

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

6"

AutoCAD SHX Text

1'-8"

AutoCAD SHX Text

~5

AutoCAD SHX Text

4" TYP.

AutoCAD SHX Text

F.O. EMBED

AutoCAD SHX Text

EMBEDS PER SECT. A-3.1

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

END

AutoCAD SHX Text

BM. PER PLAN

AutoCAD SHX Text

%%UDETAIL e-e

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

F-3.1

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

7 "12"

AutoCAD SHX Text

5 "12"

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

~4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

G-3.1

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

~4

AutoCAD SHX Text


AutoCAD SHX Text

GIRDER PER PLAN

AutoCAD SHX Text

8~8"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

~5

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

8"x~r"x1'-4" SPLICE ~P

AutoCAD SHX Text

H-3.1

AutoCAD SHX Text

LH JOIST PER PLAN

AutoCAD SHX Text

~r" BRG. ~P w/

AutoCAD SHX Text

2- ~w"%%C BOLTS VFY.

AutoCAD SHX Text

GAGE w/ GIRDER MFR.

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

7 "12"

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

GIRDER PER PLAN

AutoCAD SHX Text

~4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

H-3.1

AutoCAD SHX Text

16"

AutoCAD SHX Text

VFY. w/ GIRDER MFR.

AutoCAD SHX Text

HOLD

AutoCAD SHX Text

7"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

5~8"

AutoCAD SHX Text


AutoCAD SHX Text

(DO NOT ATTACH TO

AutoCAD SHX Text

GIRDER)

AutoCAD SHX Text

G-3.1

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

DESIGN GIRDER

AutoCAD SHX Text

w/ AXIAL LOAD

AutoCAD SHX Text

THRU SHOE, TYP.

AutoCAD SHX Text

~r" CONT BRG. ~P

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

~6" ~P, TYP.

AutoCAD SHX Text

10"x~r" ~P, TYP.

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

~4

AutoCAD SHX Text

LH JOIST OR BEAM PER PLAN

AutoCAD SHX Text

5~8"

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

2~8"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

BETWEEN JOIST w/ ~w"%%c

AutoCAD SHX Text

CARRIAGE BOLTS. MAINTAIN

AutoCAD SHX Text

EXTEND AS REQ'D

AutoCAD SHX Text

%%uDETAIL BETWEEN JOISTS

AutoCAD SHX Text

(REF.: SEE SECTION J-3.1)

AutoCAD SHX Text

a3

AutoCAD SHX Text

a1

AutoCAD SHX Text

3~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

GIRDER PER PLAN

AutoCAD SHX Text

~C EMBED

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

10

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

10

AutoCAD SHX Text

T.O. EMBED

AutoCAD SHX Text

2- #5 CONT.

AutoCAD SHX Text

3"

AutoCAD SHX Text

2~8"~8""

AutoCAD SHX Text

2- 10d COMMON TYP.

AutoCAD SHX Text

TO NAILER, TYP. U.N.O.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

10

AutoCAD SHX Text

4"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

4"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

16"

AutoCAD SHX Text

(JOIST @ PNL JOINT CONDITION)

AutoCAD SHX Text

~4"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

COPE AS REQ'D

AutoCAD SHX Text

4~8"

AutoCAD SHX Text

2'-4"

AutoCAD SHX Text

~6

AutoCAD SHX Text

1'-2"

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

1'-2"

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

~P 1'-8"x~0"x1'-8" @ EA. JOIST w/

AutoCAD SHX Text

4- ~r"%%C x0'-6" W.H.S. @ 12"GA.

AutoCAD SHX Text

EACH WAY. INSTALL w/ SPECIAL INSP.

AutoCAD SHX Text

~6

AutoCAD SHX Text

8

AutoCAD SHX Text

8"

AutoCAD SHX Text

%%uCONDITION AT CORNER

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

(REF: SECTION A-3.1)

AutoCAD SHX Text

H.S.S. COLUMN PER PLAN

AutoCAD SHX Text

~8"

AutoCAD SHX Text

5 "12"

AutoCAD SHX Text

VFY.

AutoCAD SHX Text


AutoCAD SHX Text

4"x~4"x4" ~P'S AT

AutoCAD SHX Text

4x6 BLKG. w/ ~w"%%c

AutoCAD SHX Text

BOLT PER SECT. J-3.1

AutoCAD SHX Text

2x STIFF. w/ HGR.

AutoCAD SHX Text

FLUSH TO 4x6

AutoCAD SHX Text

4x6 D.F. #2 (MIN.) w/

AutoCAD SHX Text

7" END DISTANCE

AutoCAD SHX Text

5- 4"x~4"x4" ~P ONE

AutoCAD SHX Text

SIDE EQUALLY SPACED

AutoCAD SHX Text

2- ROWS 10d COMMON

AutoCAD SHX Text

@ 4"oc EACH ROW

AutoCAD SHX Text

3x D.F.#2 CONT. NAILER

AutoCAD SHX Text

TO ~P. MATCH JOIST WIDTH

AutoCAD SHX Text

SIMPSON HF26N HGR.

AutoCAD SHX Text

@ 3x STIFFENERS) w/

AutoCAD SHX Text

EDGE OF NAILER

AutoCAD SHX Text

OR EXTEND ~2" MAXIMUM

AutoCAD SHX Text

BEYOND JOIST TOP

AutoCAD SHX Text

CHORD.

AutoCAD SHX Text

~4" MAX. END

AutoCAD SHX Text

CLEARANCE TO NAILER

AutoCAD SHX Text

~C GIRDER

AutoCAD SHX Text

JOIST PER PLAN w/

AutoCAD SHX Text

(ERECTION BOLTS PER SJI)

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

4~8"x~6"x1'-8" ~P w/

AutoCAD SHX Text

2- ~w"%%C ERECTION BOLTS IN

AutoCAD SHX Text

3~8"

AutoCAD SHX Text

2x ~P w/ ~8"%%c CARRIAGE

AutoCAD SHX Text

BOLTS PER ARCH

AutoCAD SHX Text

U.N.O. (SEE NOTE)

AutoCAD SHX Text

5"x~r"x2'-4" SPLICE

AutoCAD SHX Text

~P, TYP. @ ~<8x4 LEDGER

AutoCAD SHX Text

1~w"

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

SCREWS @ 4"oc STAGGERED

AutoCAD SHX Text

AS REQ'D. FOR

AutoCAD SHX Text

TRANSVERSE GIRDERS

AutoCAD SHX Text

~4

AutoCAD SHX Text

4"

AutoCAD SHX Text

a2

AutoCAD SHX Text

HSS COL. PER PLAN

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

7 "12"

AutoCAD SHX Text

5 "12"

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

~4

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

VFY.

AutoCAD SHX Text

C-3.2

AutoCAD SHX Text

10"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

9"x~8"x10" ~P

AutoCAD SHX Text

~6

AutoCAD SHX Text

~4

AutoCAD SHX Text

~6

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

W18x86

AutoCAD SHX Text

w/(2) -~w"%%c BOLTS

AutoCAD SHX Text

VFY. GA. w/ GIRDER MFR.

AutoCAD SHX Text


AutoCAD SHX Text

DO NOT ATTACH TO

AutoCAD SHX Text

BOTTOM CHORD

AutoCAD SHX Text

GIRDER PER PLAN

AutoCAD SHX Text

6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

FAR FACE OF COLUMN

AutoCAD SHX Text

3 "12"

AutoCAD SHX Text

~<8x4

AutoCAD SHX Text

~<4x4x~4x1'-2" w/2-

AutoCAD SHX Text

~w"%%cx6" @ 10"GA. @ 45%%d

AutoCAD SHX Text

~4

AutoCAD SHX Text

4"

AutoCAD SHX Text

~<8x4

AutoCAD SHX Text

B-3.2

AutoCAD SHX Text

A-3.1

AutoCAD SHX Text

%%uNOTE:%%u

AutoCAD SHX Text

PER SECT. A-3.1

AutoCAD SHX Text

HORIZONTAL SLOTTED HOLES

AutoCAD SHX Text

ON GRIDS B , C , D , E ,

AutoCAD SHX Text

F , G , & H , SPACE

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

GRID LOCATION MAY VARY

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

ON LH JOISTS

AutoCAD SHX Text

6"x~0"x1'-2" ~P w/

AutoCAD SHX Text

2- ~w"%%cx6" W.H.S.'s

AutoCAD SHX Text

@ 10"GA.

AutoCAD SHX Text

4"

AutoCAD SHX Text

J-3.1 J-3.1A

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

~5

AutoCAD SHX Text

CENTERLINE BEAM & JOINT

AutoCAD SHX Text

(@ SECT. C-3.1A)

AutoCAD SHX Text

B-3.1 & B-3.1A

AutoCAD SHX Text

4x6 PER SECT. J-3.1

AutoCAD SHX Text

ONE JOIST BAY

AutoCAD SHX Text

EA. SIDE, TYP.

AutoCAD SHX Text

DTLS. a1-a3

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

DTLS. a1-a3

AutoCAD SHX Text

2- #4x4'-0" TIED TO W.H.S., TYP.

AutoCAD SHX Text

10"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

%%UCONDITION @ SLOPE TRANSITION

AutoCAD SHX Text

~C EMBED &

AutoCAD SHX Text

ANGLE JOINT

AutoCAD SHX Text

~5

AutoCAD SHX Text

7"

AutoCAD SHX Text

%%UCOND. @ SECT. J-3.1A

AutoCAD SHX Text

LH JOIST PER PLAN

AutoCAD SHX Text

MSTC-60 STRAP ACROSS

AutoCAD SHX Text

GIRDER PER PLAN, TYP.

AutoCAD SHX Text

STL. BM. PER PLAN

AutoCAD SHX Text

4x6 PER PLAN &

AutoCAD SHX Text

SECT. B-3.2, TYP.

AutoCAD SHX Text

%%UCONDITION @ SECTION B-3.1A

AutoCAD SHX Text

%%UDTL. b1

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

~3

AutoCAD SHX Text

EACH BEAM

AutoCAD SHX Text

3~4

AutoCAD SHX Text

~3

AutoCAD SHX Text

3~4

AutoCAD SHX Text

3x ~P PER SECT. D-3.2

AutoCAD SHX Text

W- SECTION PER

AutoCAD SHX Text

PLAN WHERE NOTED

AutoCAD SHX Text

GIRDER OR BEAM PER PLAN

AutoCAD SHX Text

BRG. SEAT CONN.

AutoCAD SHX Text

PER B-3.1A, TYP.

AutoCAD SHX Text

7~8"

AutoCAD SHX Text

3~4

AutoCAD SHX Text

8" @ W12/W14

AutoCAD SHX Text

14" @ W16/W18

AutoCAD SHX Text

~P WIDTH AND

AutoCAD SHX Text

THICKNESS TO

AutoCAD SHX Text

MATCH FLANGE

AutoCAD SHX Text

PROVIDE 4x6 BETWEEN JOIST PER

AutoCAD SHX Text

SECT. J-3.1 @ SOUTH END OF

AutoCAD SHX Text

BUILDING, TYPICAL BETWEEN

AutoCAD SHX Text

GRIDS 13 - 18 & PER SECTION

AutoCAD SHX Text

D-3.1 @ BALANCE

AutoCAD SHX Text

~P ~8"x2'-4"x1'-8"

AutoCAD SHX Text

TYP. U.N.O. USE ~P

AutoCAD SHX Text

~8"x1'-0"x1'-8" @

AutoCAD SHX Text

GRID J - 15

AutoCAD SHX Text

1

AutoCAD SHX Text

S3.1

AutoCAD SHX Text

ROOF FRAMING SECTIONS

AutoCAD SHX Text

sht

AutoCAD SHX Text

job no.

AutoCAD SHX Text

drawn

AutoCAD SHX Text

checked

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text


AutoCAD SHX Text

#

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

F

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

P

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

E

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

R

AutoCAD SHX Text

L

AutoCAD SHX Text

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AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

~4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

A-3.2

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

1~8"

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

5 "12"

AutoCAD SHX Text

~w" BRG. ~P w/

AutoCAD SHX Text

2- ~w"%%C BOLTS

AutoCAD SHX Text

P.C. PNL. PER ELEV.

AutoCAD SHX Text

J-3.1

AutoCAD SHX Text

7"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text


AutoCAD SHX Text

4x6 BETWEEN JOIST

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

SECTION B-3.2 & B-3.2A

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

P.C. PNL. PER ELEV.

AutoCAD SHX Text

2- ROWS 10d COMMON @ 4"oc

AutoCAD SHX Text

EA. ROW

AutoCAD SHX Text

ADD 2 ROWS 10d @ 4"oc EA. ROW

AutoCAD SHX Text

WHEN PLYWOOD JOINTS

AutoCAD SHX Text

DO NOT ALIGN w/ 4x, TYP.

AutoCAD SHX Text

ACROSS JOISTS @ 4x, TYP.,

AutoCAD SHX Text

(ALT.: 4- #4 CONT.)

AutoCAD SHX Text

4x6 D.F. #2 @ 6'-0"oc

AutoCAD SHX Text

EXTEND BETWEEN JOISTS

AutoCAD SHX Text

PER PLAN w/2x BETWEEN

AutoCAD SHX Text

~<8x4x~w" CONT. (~<5x5x~w @ B-3.2A)

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

LH JOIST PER PLAN

AutoCAD SHX Text

7 "12"

AutoCAD SHX Text

1 "12"

AutoCAD SHX Text

2- #5 CONT.

AutoCAD SHX Text

4 EQ. SPACES

AutoCAD SHX Text

7" MIN.

AutoCAD SHX Text

5~8"

AutoCAD SHX Text

3~8" T.O.

AutoCAD SHX Text

EMBED

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

C-3.2

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

E-3.2

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

~w" = 1'-0"

AutoCAD SHX Text

F-3.2

AutoCAD SHX Text

PER TYPICAL FRAMING

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

D-3.2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

~w" CLR.

AutoCAD SHX Text

~4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

~5

AutoCAD SHX Text

~8" KERF. ~P w/

AutoCAD SHX Text

2- ~w"%%c ERECTION BOLTS

AutoCAD SHX Text

H.S.S. COLUMN PER ELEVATION

AutoCAD SHX Text

w/ ~4" CAP ~P

AutoCAD SHX Text

3"

AutoCAD SHX Text

BEAM PER

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

4x D.F. NAILER. MATCH FLANGE

AutoCAD SHX Text

WIDTH w/ ~w"%%C CARRIAGE BOLTS

AutoCAD SHX Text

@ 16"oc STAGGERED EACH SIDE

AutoCAD SHX Text

OF WEB & ADD BOLTS 6" FROM

AutoCAD SHX Text

BEAM PER PLAN

AutoCAD SHX Text

& ELEVATION

AutoCAD SHX Text

EACH SIDE OF BEAM @

AutoCAD SHX Text

~4- PTS. OF SPAN PER PLAN

AutoCAD SHX Text

LH JOISTS PER PLAN

AutoCAD SHX Text

~3

AutoCAD SHX Text

~3

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

4- ROWS 10d COMMON @

AutoCAD SHX Text

4"oc (2 ROWS EACH SIDE

AutoCAD SHX Text

OF BM. WEB)

AutoCAD SHX Text

4x ENDS

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

4- ROWS 10d @ 4"oc

AutoCAD SHX Text

4x10 P.T. DF#2 ~P w/

AutoCAD SHX Text

~w"%%Cx12" CARRIAGE BOLTS

AutoCAD SHX Text

@ 12"oc @ ~C

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

BALANCE PER

AutoCAD SHX Text

SECTION C-3.1

AutoCAD SHX Text

[PER PLAN]

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

4~8"

AutoCAD SHX Text

3~8"

AutoCAD SHX Text

3~8"

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1'-5"

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~C EMBED

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7"

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dtl. f1

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w/ REINF. PER ELEV.

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FOR WELD ACCESS IF/AS REQ'D.

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W- SECTION PER PLAN

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~P STIFFENERS ~5"x4"x0'-8"

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(3 EACH SIDE) FIELD INSTALL

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FOLLOWING F.P. WELD INSP.

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2"

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2"

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2"

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4"

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4"oc

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D-3.2

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1200#

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5"

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TYP.

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~P ~w"x16"x1'-8" w/ 4- ~w"%%C WTS

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@ 7"GA. & 10"oc & 4- #7 V. x 3'-6"

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@ 9"oc EACH WAY

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6'-0" AND WITHIN 2'-0" @

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~C WALL

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SECTION

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H-3.2

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7 "12"

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5 "12"

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VFY.

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PER SECTION D-3.1

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dtl.

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WALL TO GIRDER CONN. TYPICAL

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ENDS w/ 4- ~w"%%cx6" W.H.S. @

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10" GA. VERT. & 8"GA. HORIZ.

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~4

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FLAT BAR ~4"x3~8" w/

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6- ~0"%%Cx4" LAG SCREWS @

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6"oc @ ~C @ EACH 4x6

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PER PLAN. (DRILL ~7"%%c PILOT

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HOLES REQ'D. ALL LAGS)

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WELD PRIOR TO INSTALLING NAILER

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OR PROVIDE FIRE

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WATCH AS REQ'D.

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3~8"

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6"

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6"

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6"

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6"

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W- SECTION PER PLAN

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COPE FLANGE ONE SIDE

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AS/IF REQ'D. FOR WELD ACCESS

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SIMPSON MSTC66 STRAP

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U.N.O. (w/ 10d COMMON

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NAILS) NO EXCEPTIONS.

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TRANSVERSE GIRDER SUPPORT PER

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SECTION F-3.1 (GIRDER NOT SHOWN)

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PER ELEVATIONS

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~P ~8"x8"x1'-9"

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~C PLATE

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%%uNOTE:

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WHERE SHOWN PER PLAN.

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~P ~6"x3"x0'-10" @ TYP.

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COND. ~P ~8" x3"x1'-10"

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@ SIM. COND.

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~P ~8"x8"x2'-0" @ ~C PLACE

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ELEVATED JOIST FOR BLKG. NAILING.

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PRIOR TO JOIST. PLACE TAPERED

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E-3.2

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STIFFENER PER PLAN HOLD

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~2" CLR. TO CONC. WALL

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5 "12"

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10"

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~5

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5"MIN

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~4

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~P ~6" TO

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EMBED

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& GIRDER

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~5

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TYP.

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~<8x4x~w CONT.

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~<8x4x~w CONT.

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GIRDER

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TOP CHORD

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GIRDER

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PER PLAN

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4"x~w"

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STABILIZER ~P

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~P ~w"x9"x2'-0" @ ~C

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PANEL w/ 3 SETS OF ~P

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~0"x7"x8" @ 7"oc w/

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4- #7x6'-0" @ 3"GA. THUS:

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PER PLAN

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1"

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CLR.

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8"

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8"

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16"

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8"

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8"

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2"

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%%uCONSTRUCTION SEQUENCE

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1.) ERECT W36 GIRDERS

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2.) INSTALL ~P ~0" & WELD

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3.) INSTALL ~P ~8" & WELD

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4.) ERECT W30

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P.P.

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PLAN g1

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%%uNOTE:

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AT GRIDS D & F

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POSITION PLATES &

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REBAR TO MATCH ROOF

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SLOPE THUS:

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GIRDER TOP CHORD,

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GIRDER SEAT AND

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COLUMN NOT SHOWN

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~8"

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16"

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~5

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~P ~w"x12"

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w/ 2- ~w"%%C BOLTS @ 6"GA.

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1~8"

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1~8"

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4x6 BLOCKING PER SECT. J-3.1, TYP.

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4x6 BLKG. PER SECTION

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J-3.1 REQ'D. ONLY

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[PER PLAN]

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<PER PLAN>

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~P ~0"x2'-2"x1'-8"

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@ EACH BEAM w/

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6- ~w"%%cx6" W.H.S. @

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12"GA. VERT. &

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8"GA. HORIZ.

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g1

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3~8"

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1~8"

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1~8"

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3"

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~5

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(4x6 PER J-3.1 @ SECT.

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3x NAILER (MATCH FLANGE

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WIDTH) w/ BOLTS PER D-3.2

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G-3.2A 2 ROWS, 10d @ 4"oc)

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10"

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STEEL BEAM PER PLAN

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~6" ~P w/ 2- ~w"%%C BOLTS

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~4

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~<5x5x~w CONT. TYP.

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COPE ANGLE & BEAM AS REQ'D. TYP.

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~5

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6"

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TYP.

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~<3x3x~4 BRACE STAGGERED

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TO TOP CHORD PANEL POINT

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9"

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1'-8"

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4" BRG.

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2"

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2" CLR.

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3" E.S.

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REINF. PER SECT. A-3.1

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EMBED ~P ~0"x1'-8"x2'-6"

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w/ 6- ~w"%%cx6" W.H.S. @

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12"GA. EACH WAY

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6"

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2- #4x4'-0" TIED TO W.H.S., TYP.

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1'-0"x~0"x1'-2" EMBED ~P @

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MODULE TO LOCATE @ EACH 4x6

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PER PLAN. (INSTALL w/ SPECIAL

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INSPECTION)

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%%uNOTE:

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1/3 - POINTS OR 5'-0"oc MAX.

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SPACING BETWEEN BEAMS @

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4" MIN. BEAM BEARING

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TYPICAL SPLICE DTL. @ PNL JOINT

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~C JOINT & SPLICE ~P

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6"

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6"

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~5

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3 SIDES TYP.

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EACH END

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3"x~r"x1'-6" SPLICE ~P, TYP.

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%%uNOTE:

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GRID E - 18

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PROVIDE EMBEDED PLATE

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PER SECTION B-3.2

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EACH SIDE OF CORNER

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PANEL JOINT @

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%%uNOTE:

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AT GRID G & 16.5 LOCATION,

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PROVIDE WELD ~P PER SECTION

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E-3.1 WELDED TO EMBED ~P EACH

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SIDE OF PANEL JOINT w/ ~4"

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FILLET WELD @ TOP & SIDES

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SECTION G-3.2 & G-3.2A

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~w" = 1'-0"

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1

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1

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1

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1

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1

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%%uNOTE:

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SLOPE EMBED BRG. ~P SOUTH OF

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GRID 15 AS REQ'D. TO MATCH ROOF

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BEAM SLOPE @ 3 LOCATIONS: GRID

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D - 15, F - 15 & G - 15

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1

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PROVIDE EMBED ~P's SPACED @

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SECTION B-3.2A (ANGLE WALL)

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1

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S3.2

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ROOF FRAMING SECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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W

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F

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E

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<PER PLAN>

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PER PLAN

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8"

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0'-0"

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PER ARCH.

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PANEL ABOVE

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2'-2"

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6"

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15'-0"

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4~2"

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1~2"

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1"

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FUTURE FLOOR

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TRUSS (TJL)

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2'-2"

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6"

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2'-0"

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15'-0"

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4~2"

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2'-8"

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1"

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8x8 H.S.S. COLUMN

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20x8 H.S.S. BEAM

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FOR FUTURE FLOOR

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8"

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1"

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8"

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20x8 H.S.S. HORIZ. BEAM

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COLUMN

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PANEL ABOVE

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C.I.P. WALL

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BELOW

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8"

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20x8 H.S.S. HORIZ. BEAM

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1"

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8"

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2'-0"

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5'-0"

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PER ARCH.

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15'-0"

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4~2"

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2'-8"

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1"

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9'-0"

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SECTION

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~w" = 1'-0"

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D-3.3

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SECTION

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~w" = 1'-0"

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E-3.3

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8"

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4"

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8"

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FUTURE CEILING

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PLAN

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~<4x4x~4 PER PLAN.

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H.S.S. 6x4 PER PLAN

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~<4x4x~4 PER PLAN

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8"

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8x8x~4 H.S.S.

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COLUMN BEYOND

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H.S.S. 20x8 BEAM

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~3

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PLAN DETAIL F-3.3

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~w" = 1'-0"

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PLAN DETAIL G-3.3

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~w" = 1'-0"

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C.I.P. BELOW

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E-3.3

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E-3.3

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~<2~8x2~8x~4x0'-8"

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EACH SIDE

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C8x11.5x1'-0" w/

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3- #5x2'-0" H.

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~4

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#3 @ 4"oc w/ 4- #3 1~8"oc @ TOP

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F-3.3

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OR G-3.3

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~4

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3'-0"

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8"

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[PER PLAN]

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2'-0" MIN.

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DESIGN JOIST FOR 1200#

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SHEATHING PER ARCH.

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2~2"

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VFY.

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AT EACH BRACE

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6"x~8"x0'-8" ~P w/

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2- ~w"%%Cx4" @ 6"GA. @ ~C

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8" H.S.S.

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BELOW

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PANEL

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ABOVE

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GRID

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2'-0"

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GRID

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2'-0"

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C.I.P. WALL

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PER SECTION E-2.1

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C.I.P. WALL

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BELOW

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10"

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MAX.

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~C JOIST TOP CHORD

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PANEL POINT

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~C

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~4

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H.S.S. 5x5

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PER PLAN

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PER PLAN

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COPE TOP CORNER

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OF H.S.S.

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~3

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~3

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2'-5"

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~C H.S.S.

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2'-5"

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~C H.S.S.

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~P ~8"x6"x0'-8" w/

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2- ~w"%%Cx4" WHS @

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6"GA. @ ~C

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H.S.S. 6x4 PER PLAN

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~C JOIST

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TOP OF PANEL

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PER ELEVATION

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CONNECTION BY OTHERS

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FOR HORIZ. WINDOW WALL

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SUPPORT. PROVIDE VERT.

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SLIP FOR ~8" MIN.

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TOP OF PANEL

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PER ELEVATION

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~4

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TYP.

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LOCATE WITHIN 10" OF

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JOIST TOP CHORD

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PANEL POINT

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SECTION

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~w" = 1'-0"

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A-3.3

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SECTION

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~w" = 1'-0"

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B-3.3

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~4

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~4

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SECTION

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~w" = 1'-0"

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C-3.3

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PER ARCH.

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3~8"

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VFY.

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~C H.S.S. & EMBED

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2"

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6"

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4"

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~4

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3 SIDES

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WHERE APPLICABLE

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D-3.3

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TYP.

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E-3.3

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~P~8" x 5~8" x 1'-0"

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w/2- ~w"%%C x 4" W.H.S.

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@ 6" GA. @ ~C

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%%UDETAIL

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%%U(A-3.3) CONDITION @ SIM.

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dtl

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~P ~8"x6"x1'-2"

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@ 4" GA. @ ~C

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8"

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4"

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~6" ~P w/ 2- #5

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VERT. x 3'-0" @

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~C PANEL

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20x8x~5 H.S.S. BEAM

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FRAMING PLAN (TYPICAL 2 PLACES)

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~2" = 1'-0"

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20x8x~5 H.S.S. BEAM

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20x8x~6 H.S.S. BEAM

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20x8x~5 H.S.S. BEAM

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20x8x~6 H.S.S. BEAM

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SIM.

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A-3.3

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25'-0"

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5'-0"

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10'-6"

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2'-0"

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10'-6"

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2'-0"

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25'-0"

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5'-0"

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12'-6"

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5'-0"

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A-3.3

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PLAN DETAIL G-3.3

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D-3.3

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%%uNOTE:%%u

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DETAILS OPP.

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HAND PER PLAN

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3'-0"

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H.S.S. 5x5x~4

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9'-0" MIN.

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12'-0" MAX.

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H.S.S. 5x5x~4

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EQ.

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EQ.

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EQ.

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~<4x4 BRACE

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ABOVE

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ABOVE

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~<4x4 BRACE

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LH JOIST ABOVE

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LH JOIST ABOVE

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LH JOIST ABOVE

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LH JOIST ABOVE

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H.S.S. 6x4x~4

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ABOVE

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H.S.S. 6x4x~4 ABOVE

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H.S.S. 6x4x~4 ABOVE

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H.S.S. 6x4x~4

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ABOVE

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EQ. +/-

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EQ. +/-

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EQ. +/-

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~<4x4x BRACE

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ABOVE

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PLAN DETAIL F-3.3

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BELOW

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PLAN DETAIL B-3.3

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ABOVE

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2

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1

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4"x1~0"x18GA. @ 24"oc

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TYP.

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3'-0"

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1

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S3.3

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FUTURE MEZZANINE FRAMING PLAN & SECTIONS

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sht

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GRID 9 AND GRID 15 FRAME ELEVATION

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~2" = 1'-0"

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A

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0'-0"

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B

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C

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D

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E

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F

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89

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90

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91

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5'-0"

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10'-0"

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10'-0"

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10'-0"

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10'-0"

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5'-0"

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5'-0"

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10'-0"

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TYP.

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6"%%C BEAM PENETRATION w/

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REINFORCEMENT PER SECT. A-4.1

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LOCATE AS SHOWN

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SECTION A-4.1

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TYPICAL

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W- SECTION PER PLAN

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93

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94

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95

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G

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J

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F

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91

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92

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10'-0"

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10'-0"

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10'-0"

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5'-0"

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5'-0"

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10'-0"

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TYP.

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SECTION A-4.1

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TYPICAL

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W- SECTION PER PLAN

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6"%%C BEAM PENETRATION w/

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REINFORCEMENT PER SECT. A-4.1

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LOCATE AS SHOWN

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GRID 9 AND GRID 15 FRAME ELEVATION

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~2" = 1'-0"

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95

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96

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SECTION

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~w" = 1'-0"

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A-4.1

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W- SECTION PER PLAN

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PLATE "A" @ ~C W- SECTION

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~C PLATE "B" EACH

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SIDE OF WEB

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EQ.

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~C 6"%%C HOLE

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EQ.

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8"

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~C 6"%%C HOLE

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5"

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EQ.

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EQ.

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3"

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~5

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~4

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W- SECTION

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PLATE "A"

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PLATE "B"

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BEAM PENETRATION

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REINFORCMENT SCHEDULE

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W24x68

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W30x90

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~8"x1'-0"

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~0"x1'-2"

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~8"x4"x1'-2"

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~8"x4"x1'-6"

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KERF WOOD TOP PLATE TO CLEAR

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S4.1

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FIRE SPRINKLER PENETRATIONS

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sht

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job no.

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DATE

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9

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C-4.2

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B-4.2

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A-4.2

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B-4.2

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LADDER

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ELEVATION

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C-4.2

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ELECTRICAL/SPRINKLER RISER ROOM FRAMING PLAN

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~2" = 1'-0"

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2- 1000S162-54

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1000S162-54

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1000S162-54

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%%uNOTE:

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1.) TOP OF FRAMING ELEVATION = 12'-10" VFY. PER ARCH.

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2.) MAXIMUM LIVE LOAD NOT TO EXCEED 10psf

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~w" CDX T.&G.

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PLYWOOD

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@ 24"oc

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@ 24"oc

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1'-1~8"

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1~4"

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R=2~8"

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R=2~8"

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3~r

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12

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10~8"

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R=1'-6"

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12~5"

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TYP.

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5'-8~9" @ OUTSIDE FACE

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5'-8~4" @ NEUTRAL AXIS

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7~5" @ NEUTRAL AXIS

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7~0" @ OUTSIDE FACE

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R=1'-2"

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1~4"

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1'-1~8"

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6~6"

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2~0"

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2"

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R=2~8"

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R=2~8"

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2"

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TYP.

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9~8"

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~3

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TYP.

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~3"x3 FLAT BAR

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~3"x1~8" FLAT BAR

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TYPICAL 7 PLACES

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0'-0"

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12'-10"

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W- SECTION PER PLAN

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~w" PLYWOOD

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~3

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TYP.

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~3"x3 FLAT BAR

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TYPICAL 7 PLACES

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~3"x1~8" FLAT BAR

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~6"x2~8 FLAT BAR

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TYP. 2 PLACES

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~w"%%C ROD

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TYP. 2 PLACES

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~w" = 1'-0"

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SECTION

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A-A

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~w" = 1'-0"

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SECTION

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B-B

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3- #10 SCREWS

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EACH END

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600S162-54 STUDS @ 16"oc

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w/ TOP & BOT. TRACKS

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TO MATCH

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~P ~4"x6"x6" w/

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~e"%%Cx2~8" VERT.

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SLOT @ ~C

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DEFLECTION TRACK

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~4

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HOLD

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~w" CLR.

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SECTION

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~w" = 1'-0"

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A-4.2

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ROOF HATCH

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0'-0"

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SECTION

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~w" = 1'-0"

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C-4.2

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PER ARCH.

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SECTION

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~w" = 1'-0"

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B-4.2

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PER ARCH.

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0'-0"

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A

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6"x18GA. STUDS @ 24"oc

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w/ TOP & BOT. TRACKS

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TO MATCH

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4- #10 SCREWS EA. STUD

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SHEATHING PER PLAN

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JOIST PER PLAN

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w/ TRACKS EACH

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END TO MATCH

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SECTION A-A

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SECTION B-B

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9

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DETAIL PER ARCH.

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~C W- SECTION

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HAND TIGHTEN

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~w"%%c BOLT 5ft-#

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MAX. & DEFORM THREADS

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6"

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w/ 2- ROWS HILTI

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0.177"%%cx1" PINS @

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16GA. DEEP LEG

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24"oc & 6" GA.

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1~4"

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1~4"

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~2"

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~4"

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~3

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(h)

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OR

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(m)

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~6"x2~8 FLAT BAR

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~w"%%C ROD

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1~4"

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1~6"

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2"

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~6"

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~3

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SHEATHING EA. SIDE

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PER ARCH.

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3x10 BLKG.

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4'-6"oc TYP. U.N.O.

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%%uNOTE:

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BOTTOM LADDER SECTION

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NOT SHOWN FOR CLARITY

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%%uNOTE:

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SHIP SAFTY CASE LOOSE

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HILTI 0.177"%%Cx1~8"

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DRIVEN PIN @ 24"oc

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HILTI 0.177"%%Cx1~8"

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DRIVEN PIN @ 24"oc

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HILTI 0.177"%%Cx1~8"

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DRIVEN PIN @ 24"oc

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SHEATHING EA. SIDE

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PER ARCH.

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SHEATHING EA. SIDE

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PER ARCH.

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~8"%%C LAG BOLT

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12'-10"

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12'-10"

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#8 SCREWS @ 6"oc

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~<2x2x16GA.x0'-8" w/

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3- #10 SCREWS EA. JOIST

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& TO TRACK

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~2

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2- ROWS HILTI 0.177%%C DRIVEN

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PINS @ 24"oc & 8"GA.

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#8 SCREWS @ 6"oc AT PANEL

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EDGES & 12"oc FIELD

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A

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LADDER ELEVATION

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~4" = 1'-0"

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%%uNOTE:

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SHIP SAFETY CAGE LOOSE

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S4.2

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ROOF ACCESS LADDER SECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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I

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H

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G

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T

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A

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E

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W

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F

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A

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E

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I

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G

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N

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E

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N

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E

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0'-0"

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<PER PLAN>

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15

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60'-0"

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2

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WEST ELEVATION

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~2" = 1'-0"

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14

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1

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60'-0"

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13

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60'-0"

AutoCAD SHX Text

12

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60'-0"

AutoCAD SHX Text

11

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5

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7

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8

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9

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60'-0"

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t=8~8"

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[40'-2 1/2"]

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[39'-6"]

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F

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[39'-6"]

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%%uNOTES:

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1.) VIEW IS FROM INTERIOR, TYP. U.N.O.

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2.) PANEL THICKNESS t=8~8" TYP. U.N.O.

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3.) EXTEND TIES/HOOKS 2'-6" MIN.

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ABOVE AND BELOW OPENINGS, TYP. U.N.O.

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4.) POSITION HORIZONTAL BARS TO VERTICAL

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BARS PER APPLICABLE DETAIL.

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5.) REFER TO SECTIONS FOR ADDITIONAL

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REINFORCEMENT & PANEL EMBEDS NOT SHOWN.

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D

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1A

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3

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G

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G

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D

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D

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F

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F

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REINF.

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PER

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44

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REINF.

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PER

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44

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REINF.

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PER

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42

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REINF.

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PER

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42

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REINF.

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PER

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42

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REINF.

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PER

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41

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REINF.

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PER

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38

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REINF.

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PER

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46

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REINF.

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PER

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43

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REINF.

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PER

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44

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F

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4

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6

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5.) REFER TO SECTIONS FOR ADDITIONAL

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REINFORCEMENT & PANEL EMBEDS NOT SHOWN.

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6.) REFER TO ARCH DRAWINGS FOR ALL

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REVEALS, CHAMFERS, ETC.

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7.) ALL DIMENSIONS SHOWN NOMINAL. ADJUST

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FOR JOINTS, TOP PLATES, ETC.

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8.) REFER TO SHEETS S6.1 & S6.2 FOR TYPICAL

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CONNECTIONS & DETAILS.

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

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36'-0"

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T.O. PILASTER

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TYP. U.N.O.

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K

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MITER JOINT

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K

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13'-6"

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TYP.

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13'-6"

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TYP.

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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20'-0"

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TYP. U.N.O.

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%%uNOTE:

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SECTION H-6.2 @

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PROVIDE EMBEDS FOR

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PANELS 1 - 2

AutoCAD SHX Text

FUTURE MEZZ. PER

AutoCAD SHX Text

1

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

8

AutoCAD SHX Text

12

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

7

AutoCAD SHX Text

13

AutoCAD SHX Text

14

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

6

AutoCAD SHX Text

15

AutoCAD SHX Text

16

AutoCAD SHX Text

6

AutoCAD SHX Text

17

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

11

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

46

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

43

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

46

AutoCAD SHX Text

10A

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

6

AutoCAD SHX Text

6

AutoCAD SHX Text

17

AutoCAD SHX Text

18

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

19

AutoCAD SHX Text

20

AutoCAD SHX Text

21

AutoCAD SHX Text

22

AutoCAD SHX Text

t=8"

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

2

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

23

AutoCAD SHX Text

24

AutoCAD SHX Text

25

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

35

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

43

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

46

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

S5.1

AutoCAD SHX Text

PANEL ELEVATIONS

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

sht

AutoCAD SHX Text

job no.

AutoCAD SHX Text

drawn

AutoCAD SHX Text

checked

AutoCAD SHX Text

date

AutoCAD SHX Text

no.

AutoCAD SHX Text

revision

AutoCAD SHX Text

date

AutoCAD SHX Text


AutoCAD SHX Text

#

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

H

AutoCAD SHX Text

G

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

F

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

G

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

P

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

E

AutoCAD SHX Text

O

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

R

AutoCAD SHX Text

L

AutoCAD SHX Text

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AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

32

AutoCAD SHX Text

33

AutoCAD SHX Text

34

AutoCAD SHX Text

1

AutoCAD SHX Text

26

AutoCAD SHX Text

H

AutoCAD SHX Text

J

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

27

AutoCAD SHX Text

28

AutoCAD SHX Text

29

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

D

AutoCAD SHX Text

B

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

D

AutoCAD SHX Text

30

AutoCAD SHX Text

31

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

35

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

35

AutoCAD SHX Text

6- #6 (3 E.F.)

AutoCAD SHX Text

6- #6 (3 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

#6 @ 12"oc V.

AutoCAD SHX Text

@ ~C & #5

AutoCAD SHX Text

@ 14"oc HORIZ.

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

AT OPENINGS

AutoCAD SHX Text

AND WITHIN 3'-0"

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

B-6.2

AutoCAD SHX Text

ABOVE & BELOW

AutoCAD SHX Text

#4 @ 12"oc

AutoCAD SHX Text

@ BALANCE

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

AT OPENINGS

AutoCAD SHX Text

AND WITHIN 3'-0"

AutoCAD SHX Text

ABOVE & BELOW

AutoCAD SHX Text

#4 @ 12"oc

AutoCAD SHX Text

@ BALANCE

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

31

AutoCAD SHX Text

14- #6V. (7 E.F.)

AutoCAD SHX Text

#6 @ 12"oc V.

AutoCAD SHX Text

@ ~C & #5

AutoCAD SHX Text

@ 14"oc HORIZ.

AutoCAD SHX Text

4- #6 (2 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

31

AutoCAD SHX Text

OPENING REINF.

AutoCAD SHX Text

PER 35

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

14- #6V. (7 E.F.)

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

4- #6 (2 E.F.)

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

~2" = 1'-0"

AutoCAD SHX Text

13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

SECTION H-6.2 @

AutoCAD SHX Text

PROVIDE EMBEDS FOR

AutoCAD SHX Text

PANELS 34 - 38

AutoCAD SHX Text

FUTURE MEZZ. PER

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

10'-0"

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

36

AutoCAD SHX Text

37

AutoCAD SHX Text

38

AutoCAD SHX Text

39

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

40

AutoCAD SHX Text

D

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

TYP., U.N.O.

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

1- #6 @ ~C

AutoCAD SHX Text

1- #6 @ ~C

AutoCAD SHX Text

6- #6 (3 E.F.)

AutoCAD SHX Text

6- #6 (3 E.F.)

AutoCAD SHX Text

6- #6 (3 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

FULL HT. U.N.O.

AutoCAD SHX Text

PILASTER ONLY

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

FULL HT. U.N.O.

AutoCAD SHX Text

PILASTER ONLY

AutoCAD SHX Text

#6 @ 12"oc V.

AutoCAD SHX Text

@ ~C & #5

AutoCAD SHX Text

@ 14"oc HORIZ.

AutoCAD SHX Text

#5 V. @ 12"oc

AutoCAD SHX Text

#5 @ 14"oc H.

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

12- #6V. (6 E.F.)

AutoCAD SHX Text

THICKNESSx2'-6"

AutoCAD SHX Text

11~4 TOTAL

AutoCAD SHX Text

PILASTER TYP. U.NO.

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

#6 @ 12"oc V.

AutoCAD SHX Text

@ ~C & #5

AutoCAD SHX Text

@ 14"oc HORIZ.

AutoCAD SHX Text

F

AutoCAD SHX Text

PER

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

BALANCE

AutoCAD SHX Text

37

AutoCAD SHX Text

35

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

AutoCAD SHX Text

1- #6 @ ~C

AutoCAD SHX Text

4- #6 V.(2 E.F.)

AutoCAD SHX Text

PER

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

BALANCE

AutoCAD SHX Text

34

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

1'-0" TYP.

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

2- #7 TOP

AutoCAD SHX Text

#4 @ 9"oc V.

AutoCAD SHX Text

#4 @ 9"oc H.

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

A

AutoCAD SHX Text

L-2.1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

E-3.4

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

1'-0" TYP.

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

E-2.1

AutoCAD SHX Text

E-2.1

AutoCAD SHX Text

SIM.

AutoCAD SHX Text

TYPICAL @ PANELS

AutoCAD SHX Text

39, 40, 71, 72

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

A-6.2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

@ ~C

AutoCAD SHX Text

A-6.2

AutoCAD SHX Text

SIM.

AutoCAD SHX Text

A-6.2

AutoCAD SHX Text

SIM.

AutoCAD SHX Text

E-6.2

AutoCAD SHX Text

D

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

40

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

2- #7 BOT.

AutoCAD SHX Text

4- #6 (2 E.F.)

AutoCAD SHX Text

4- #6 V.(2 E.F.)

AutoCAD SHX Text

12- #6V. (6 E.F.)

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

~2" = 1'-0"

AutoCAD SHX Text

9'-0"

AutoCAD SHX Text

TYP., U.N.O.

AutoCAD SHX Text

D

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

10'-0"

AutoCAD SHX Text

30'-0"

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

THICKNESSx2'-6"

AutoCAD SHX Text

11~4 TOTAL

AutoCAD SHX Text

PILASTER TYP. U.NO.

AutoCAD SHX Text

%%uNOTE:

AutoCAD SHX Text

PANEL 41

AutoCAD SHX Text

FUTURE MEZZ.

AutoCAD SHX Text

PROVIDE

AutoCAD SHX Text

PER SECTION

AutoCAD SHX Text

H-6.2 @

AutoCAD SHX Text

EMBEDS FOR

AutoCAD SHX Text

E-2.1

AutoCAD SHX Text

1

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

2

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

43

AutoCAD SHX Text

44

AutoCAD SHX Text

45

AutoCAD SHX Text

46

AutoCAD SHX Text

47

AutoCAD SHX Text

48

AutoCAD SHX Text

49

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

43

AutoCAD SHX Text

#5 @ 12"oc @

AutoCAD SHX Text

~C TYP., U.N.O.

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

FULL HT. U.N.O.

AutoCAD SHX Text

PILASTER ONLY

AutoCAD SHX Text

#4 @ 6"oc

AutoCAD SHX Text

FULL HT. U.N.O.

AutoCAD SHX Text

PILASTER ONLY

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

F

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

F

AutoCAD SHX Text

PILASTER

AutoCAD SHX Text

11~4"x2'-6"

AutoCAD SHX Text

TYP. U.NO.

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

4- #6

AutoCAD SHX Text

(2 E.F.)

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

4- #6

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

(2 E.F.)

AutoCAD SHX Text

@ ~C

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

@ ~C

AutoCAD SHX Text

36'-0"

AutoCAD SHX Text

TYPICAL U.N.O.

AutoCAD SHX Text

12- #6 (6 E.F.)

AutoCAD SHX Text

#6 @ 12"oc V. @ ~C

AutoCAD SHX Text

& #5 @ 14"oc HORIZ.

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

18- #6 (9 E.F.)

AutoCAD SHX Text

#5 @ 12"oc @

AutoCAD SHX Text

2- #6 @ 3"oc

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

#6 @ 12"oc V. @ ~C

AutoCAD SHX Text

& #5 @ 14"oc HORIZ.

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

2- #5 (1 E.F.)

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

EQUALLY SPACED, NOT TO

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPICAL ROOF ELEVATION

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

C-6.2

AutoCAD SHX Text

4- #6

AutoCAD SHX Text

(2 E.F.)

AutoCAD SHX Text

ABOVE OPENINGS

AutoCAD SHX Text

4- #6

AutoCAD SHX Text

(2 E.F.)

AutoCAD SHX Text

1- #6

AutoCAD SHX Text

@ ~C

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

C-6.2

AutoCAD SHX Text

PER SECT.

AutoCAD SHX Text

C-6.2

AutoCAD SHX Text

@ ~C

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

%%uNOTE:

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PLACE @ FAR SIDE

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(EXTERIOR FACE OF PANEL)

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D

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TYPICAL TYPE A EMBEDS

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EXCEED 4'-0"oc w/ ODD BAY

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EACH END NOT TO EXCEED 2'-0"

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A

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A

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A

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A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

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A

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~C PANEL

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A

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A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

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~C TYP., U.N.O.

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11~4" PILASTER

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TYP. U.N.O.

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6"

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TYP.

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TYP. U.NO.

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11~4" PILASTER

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6"

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TYP.

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42

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41

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#5 @ 12"oc

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TYP., U.N.O.

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6- #6 (3 E.F.)

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2'-6"

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6"

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TYP.

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TYP.

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#6 @ 12"oc V.

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@ ~C & #5

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@ 14"oc HORIZ.

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4- #6

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(2 E.F.)

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3"

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3"

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2- #5 (1 E.F.)

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2- #5 (1 E.F.)

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2- #5 (1 E.F.)

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2- #5 (1 E.F.)

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2- #5 (1 E.F.)

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2'-6"

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6"

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TYP.

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TYP.

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2'-6"

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6"

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TYP.

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TYP.

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12- #6 (6 E.F.)

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4- #6 (2 E.F.)

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20- #6 (10 E.F.)

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#6 @ 12"oc V. @ ~C

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& #5 @ 14"oc HORIZ.

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12- #6 (6 E.F.)

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12- #6 (6 E.F.)

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10- #6 (5 E.F.)

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4- #6 (2 E.F.)

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8- #6 (4 E.F.)

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1- #6

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1- #6

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1- #6

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1- #6

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1- #6

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12- #6 (6 E.F.)

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6- #6 (3 E.F.)

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6- #6 (3 E.F.)

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1- #6

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1- #6

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20- #6 (10 E.F.)

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

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~C PANEL

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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D

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12- #6 (6 E.F.)

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12- #6 (6 E.F.)

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6- #6 (3 E.F.)

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#6 @ 12"oc V. @ ~C

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& #5 @ 14"oc HORIZ.

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10- #6 (5 E.F.)

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12- #6 (6 E.F.)

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1- #6

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4- #6 (2 E.F.)

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LOCATION OF

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FUTURE SLOTS, TYP.

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%%uNOTE:

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PANEL 41

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FUTURE MEZZ.

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PROVIDE

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PER SECTION

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H-6.2 @

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EMBEDS FOR

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S5.2

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PANEL ELEVATIONS

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<PER PLAN>

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0'-0"

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0'-0"

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<PER PLAN>

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<PER PLAN>

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0'-0"

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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G

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N

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AutoCAD SHX Text

7

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60'-0"

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8

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60'-0"

AutoCAD SHX Text

9

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60'-0"

AutoCAD SHX Text

10

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60'-0"

AutoCAD SHX Text

11

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

50

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51

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52

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53

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54

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55

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56

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58

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REINF.

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PER

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44

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REINF.

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PER

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44

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

46

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REINF.

AutoCAD SHX Text

PER

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42

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

34

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REINF.

AutoCAD SHX Text

PER

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F

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G

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G

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F

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D

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D

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D

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20'-0"

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TYP. U.N.O.

AutoCAD SHX Text

57

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REINF.

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PER

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43

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

20'-0"

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TYP. U.N.O.

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D

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D

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D

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REINF.

AutoCAD SHX Text

PER

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43

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

~2" = 1'-0"

AutoCAD SHX Text

1

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5"%%C TYP. U.N.O.

AutoCAD SHX Text

12"%%C

AutoCAD SHX Text

2- #6V. (1 E.F.)x21'-0" E.S.

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%%uNOTE:

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PROVIDE SPRINKLER

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PENETRATIONS AS SHOWN

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(VERIFY LOCATIONS w/ ARCH.

AutoCAD SHX Text

& FIRE PROTECTION ENGINEER)

AutoCAD SHX Text

PROVIDE 6V. @ 9"oc

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WHERE SPRINKLER

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PENETRATIONS OCCUR

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PER

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REINF.

AutoCAD SHX Text

BALANCE

AutoCAD SHX Text

35

AutoCAD SHX Text

16

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

17

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

18

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

71

AutoCAD SHX Text

70

AutoCAD SHX Text

69

AutoCAD SHX Text

68

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

74

AutoCAD SHX Text

73

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

44

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

38

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

37

AutoCAD SHX Text

G

AutoCAD SHX Text

F

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D

AutoCAD SHX Text

F

AutoCAD SHX Text

G

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F

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[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

8" C.I.P.

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REINF.

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PER

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40

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8" C.I.P.

AutoCAD SHX Text

8" C.I.P.

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

72

AutoCAD SHX Text

B

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

40

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

1'-0" TYP.

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

C

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[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

D

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9'-0"

AutoCAD SHX Text

TYP., U.N.O.

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text

~2" = 1'-0"

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

EQ.

AutoCAD SHX Text

4'-0"

AutoCAD SHX Text

%%uNOTE:

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PANEL 70

AutoCAD SHX Text

FUTURE MEZZ.

AutoCAD SHX Text

PROVIDE

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PER SECTION

AutoCAD SHX Text

H-6.2 @

AutoCAD SHX Text

EMBEDS FOR

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%%uNOTE:

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PANEL 73-78

AutoCAD SHX Text

FUTURE MEZZ.

AutoCAD SHX Text

PROVIDE

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PER SECTION

AutoCAD SHX Text

H-6.2 @

AutoCAD SHX Text

EMBEDS FOR

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1

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

PER

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41

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

14

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

15

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

60'-0"

AutoCAD SHX Text

67

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66

AutoCAD SHX Text

65

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64

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63

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62

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61

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60

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59

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REINF.

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PER

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42

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REINF.

AutoCAD SHX Text

PER

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44

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

46

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REINF.

AutoCAD SHX Text

PER

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44

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

43

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REINF.

AutoCAD SHX Text

PER

AutoCAD SHX Text

42

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REINF.

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PER

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44

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REINF.

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PER

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REINF.

AutoCAD SHX Text

PER

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46

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D

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F

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G

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G

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F

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D

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D

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F

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G

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G

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[40'-2 1/2"]

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[39'-6"]

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[40'-2 1/2"]

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[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2 1/2"]

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

t=8~8"

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t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

S5.3

AutoCAD SHX Text

PANEL ELEVATIONS

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

<PER PLAN>

AutoCAD SHX Text

<PER PLAN>

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0'-0"

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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DATE

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N

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E

AutoCAD SHX Text

D

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C

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50'-0"

AutoCAD SHX Text

50'-0"

AutoCAD SHX Text

78

AutoCAD SHX Text

77

AutoCAD SHX Text

76

AutoCAD SHX Text

75

AutoCAD SHX Text

REINF.

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PER

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34

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REINF.

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PER

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35

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REINF.

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PER

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34

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REINF.

AutoCAD SHX Text

PER

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34

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F

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D

AutoCAD SHX Text

D

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D

AutoCAD SHX Text

[39'-6"]

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[39'-6"]

AutoCAD SHX Text

20'-0"

AutoCAD SHX Text

TYP. U.N.O.

AutoCAD SHX Text

K

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MITER JOINT

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K

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13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

13'-6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

%%uNOTE:

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SECTION H-6.2 @

AutoCAD SHX Text

PROVIDE EMBEDS FOR

AutoCAD SHX Text

PANELS 73 - 78

AutoCAD SHX Text

FUTURE MEZZ. PER

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

3 SIDES

AutoCAD SHX Text

A

AutoCAD SHX Text

3 SIDES

AutoCAD SHX Text

J

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J

AutoCAD SHX Text

J

AutoCAD SHX Text

J

AutoCAD SHX Text

J

AutoCAD SHX Text

89

AutoCAD SHX Text

t=10"

AutoCAD SHX Text

90

AutoCAD SHX Text

[VARIES PER PLAN]

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

3~8"

AutoCAD SHX Text

2'-4"

AutoCAD SHX Text

2'-4"

AutoCAD SHX Text

@ ~C @ TYPE H

AutoCAD SHX Text

4- #6 2 E.F. @ 3"oc

AutoCAD SHX Text

#5 V. @ 12"oc

AutoCAD SHX Text

EACH FACE

AutoCAD SHX Text

#4 H. @ 10"oc

AutoCAD SHX Text

EACH FACE

AutoCAD SHX Text

H

AutoCAD SHX Text

1'-6"

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E

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E

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E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

EQ.

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H

AutoCAD SHX Text

1'-6"

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E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

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EQ.

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1'-6"

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1'-6"

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J

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J

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EQ.

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REINF.

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89

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SPRINKLER

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0'-0"

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ELEVATION AT GRID 9 AND 15

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93

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94

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t=10"

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t=10"

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t=10"

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EQ.

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8- #9 @ 4"oc

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REBAR)

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20'-0"

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4- #6 2 E.F. @ 3"oc

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8- #7 V. (LAP 6'-2"

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t=10"

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[VARIES PER PLAN]

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L

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3~8"

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2'-4"

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2'-4"

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H

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1'-6"

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E

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E

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E

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1'-6"

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91

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TYPICAL

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SPRINKLER

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PENETRATION

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TYPICAL

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E

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15

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PER

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34

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PER

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35

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79

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80

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81

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82

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83

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PER

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35

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84

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85

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86

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88

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87

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K

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K

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TYP.

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13'-6"

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TYP.

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ANGLED WALL ELEVATION

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18

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18

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D

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20'-0"

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F

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PER

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37

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37

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F

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F

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F

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F

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F

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G

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F

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K

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MITER JOINT

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K

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13'-6"

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TYP.

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13'-6"

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TYP.

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[40'-2~8"]

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[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

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t=8~8"

AutoCAD SHX Text

t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

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t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

t=8~8"

AutoCAD SHX Text

[39'-6"]

AutoCAD SHX Text

[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

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[40'-2~8"]

AutoCAD SHX Text

[39'-6"]

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[40'-2~8"]

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[39'-6"]

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%%uNOTE:

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SECTION H-6.2 @

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PROVIDE EMBEDS FOR

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PANELS 86 - 88

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FUTURE MEZZ. PER

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1

AutoCAD SHX Text

S5.4

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PANEL ELEVATIONS

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<PER PLAN>

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0'-0"

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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I

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H

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G

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O

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S

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A

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E

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W

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F

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A

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E

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I

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G

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N

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N

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R

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E

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P

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S

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A

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N

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O

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I

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E

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F

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S

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R

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L

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21840

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2- #5x2'-0" @ 4"oc

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~<3x3x~6"x 0'-6" w/

AutoCAD SHX Text

4x5x~4 WELD ~P

AutoCAD SHX Text

4"x~6"x1'-4" ~P

AutoCAD SHX Text

TYP

AutoCAD SHX Text

~6

AutoCAD SHX Text

~<6x6x~6"x1'-6" w/

AutoCAD SHX Text

3- #6x4'-0" @ 8"oc &

AutoCAD SHX Text

@ 3"oc &

AutoCAD SHX Text

3- #5x3'-0" @ 3"oc @ ~C

AutoCAD SHX Text

~<2~8x2~8x~5x0'-6"

AutoCAD SHX Text

WELD ANGLE

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~4

AutoCAD SHX Text

2~8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

3- #5x3'-0" @ 3"oc

AutoCAD SHX Text

~<3x3x~6"x0'-8" w/

AutoCAD SHX Text

~P 6"x~6"x0'-8" w/

AutoCAD SHX Text

t+3"

AutoCAD SHX Text

2- ~0"%%C x 4~8" W.H.S.

AutoCAD SHX Text

t

AutoCAD SHX Text

TYP

AutoCAD SHX Text

~5

AutoCAD SHX Text

~4

AutoCAD SHX Text

B

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

D

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

A

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

%%uNOTE:-

AutoCAD SHX Text

CONTRACTOR'S OPTION TO ADD

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ADDITIONAL PANEL CONNECTIONS

AutoCAD SHX Text

FOR ALIGNMENT AS REQ'D, TYP.

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

2- ~0"%%Cx6" W.H.S. @ 8 GA.

AutoCAD SHX Text

STAGGERED

AutoCAD SHX Text

4"

AutoCAD SHX Text

~4

AutoCAD SHX Text

3 SIDES,

AutoCAD SHX Text

EACH END OF

AutoCAD SHX Text

~P TYP.

AutoCAD SHX Text

4~8"

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

G

AutoCAD SHX Text

~4

AutoCAD SHX Text

4"x~6x1'-4" ~P

AutoCAD SHX Text

~6

AutoCAD SHX Text

TYP

AutoCAD SHX Text

3 SIDES,

AutoCAD SHX Text

EACH END OF

AutoCAD SHX Text

~P TYP.

AutoCAD SHX Text

(2) ~0"%%cx6" W.H.S. @ 8 GA.

AutoCAD SHX Text

(3) #6 x 4'-0" @ 8"oc &

AutoCAD SHX Text

~<8x6x~6" x 1'-6" w/

AutoCAD SHX Text

STAGGERED

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2"

AutoCAD SHX Text

2"

AutoCAD SHX Text

~<8x6x~6"x1'-6" w/

AutoCAD SHX Text

(3) #6 x 4'-0" &

AutoCAD SHX Text

(2) ~0"%%cx6" W.H.S. @ 8 GA.

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

F

AutoCAD SHX Text

4~8"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

~4

AutoCAD SHX Text

~6

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

(2) ~0"%%cx6" W.H.S. @ 8 GA.

AutoCAD SHX Text

(3) #6 x 4'-0" @ 8"oc &

AutoCAD SHX Text

~<6x6x~6" x 1'-6" w/

AutoCAD SHX Text

2~8"x~6"x1'-4" ~P

AutoCAD SHX Text

CENTER ON JOINT

AutoCAD SHX Text

~<4x4x~4x0'-9" w/

AutoCAD SHX Text

2- #4x3'-0" @ 6"GA.

AutoCAD SHX Text

FTG PER PLAN

AutoCAD SHX Text

P.C. PANEL

AutoCAD SHX Text

3" CONC. COVER

AutoCAD SHX Text

~<2~8x2~8x~4x0'-6"

AutoCAD SHX Text

1'-0"~6"x1'-0" ~P w/

AutoCAD SHX Text

4- ~w"%%cx6" W.H.S.

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

H

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

J

AutoCAD SHX Text

~4

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PAINT ALL STEEL

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w/3 COATS ASPHALTIC

AutoCAD SHX Text

PAINT PRIOR TO CONC.

AutoCAD SHX Text

COVER, TYP.

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3"

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

E

AutoCAD SHX Text

0'-0"

AutoCAD SHX Text

TYP. @

AutoCAD SHX Text

REBAR TO

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PLATE/WEB

AutoCAD SHX Text

WT10.5x66x1'-9" w/ 8- #9

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~C EMBED

AutoCAD SHX Text

4"

AutoCAD SHX Text

~6

AutoCAD SHX Text

TOP FTG. PER PLAN

AutoCAD SHX Text

3 SIDES

AutoCAD SHX Text

PANEL PER PLAN

AutoCAD SHX Text

END OF PC

AutoCAD SHX Text

U.N.O.

AutoCAD SHX Text

1'-6"

AutoCAD SHX Text

~P 1"x21"x2'-9" @ ~C PANEL

AutoCAD SHX Text

w/ 8- #9x2'-9" @ 4"oc

AutoCAD SHX Text

(4 EACH SIDE)

AutoCAD SHX Text

~P ~w"x1'-4"x1'-4" @ ~C

AutoCAD SHX Text

9"

AutoCAD SHX Text

REINF. PER PNL. ELEVATIONS.

AutoCAD SHX Text

4"

AutoCAD SHX Text

LAP w/ EMBED REINF.

AutoCAD SHX Text

4"

AutoCAD SHX Text

16"

AutoCAD SHX Text

~w"

AutoCAD SHX Text

9"

AutoCAD SHX Text

1'-6"

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

26" WIDE x 22" HIGH BLOCKOUT

AutoCAD SHX Text

TO PANEL ~C AS REQ'D. FOR

AutoCAD SHX Text

WELD ACCESS

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BACK UP BAR

AutoCAD SHX Text

& INSPECTION

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REQUIRED

AutoCAD SHX Text

1'-9"

AutoCAD SHX Text

12~8"

AutoCAD SHX Text

2~8"

AutoCAD SHX Text

4"

AutoCAD SHX Text

TYP.

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3"

AutoCAD SHX Text

2"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

9"

AutoCAD SHX Text

~5

AutoCAD SHX Text

~0" ~P E.S. OF WEB

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%%uNOTE:

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WELD REINF. TO PLATE

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AND WT WEB PRIOR TO

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FINAL ASSEMBLY

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ORIENT HOOK

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ANY DIRECTION

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2"

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4"

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4"

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4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

4"

AutoCAD SHX Text

2"

AutoCAD SHX Text

2" OFFSET

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~C

AutoCAD SHX Text

~w" JT.

AutoCAD SHX Text

~C PANEL JT.

AutoCAD SHX Text

~P ~w"x2'-0" TO MATCH

AutoCAD SHX Text

PNL. THICKNESS w/

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6- #6x4'-9" ASTM A706

AutoCAD SHX Text

@ 4"oc @ ~C

AutoCAD SHX Text

~4"

AutoCAD SHX Text

#6 ASTM A706

AutoCAD SHX Text

PASS THROUGH

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PUNCHED HOLES.

AutoCAD SHX Text

LOCALLY GRIND

AutoCAD SHX Text

LUGS FLUSH TO

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FIT SNUG

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~5

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TYPICAL WELDED

AutoCAD SHX Text

REINF. DETAIL

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dtl.

AutoCAD SHX Text

FLAT BAR ~6"x1~8"x1'-6"

AutoCAD SHX Text

EACH SIDE

AutoCAD SHX Text

~5

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

t

AutoCAD SHX Text

~C P.C. PANEL

AutoCAD SHX Text

CONDITION @

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PANEL TO PANEL

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18"

AutoCAD SHX Text

(PER PLAN)

AutoCAD SHX Text

6"

AutoCAD SHX Text

4"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

5

AutoCAD SHX Text

~5

AutoCAD SHX Text

C15x40x1'-6" w/

AutoCAD SHX Text

2- ~6" STIFF ~P's @ 8"GA. w/

AutoCAD SHX Text

2- #6 @ EA. ~P

AutoCAD SHX Text

3 COATS OF ASPHALTIC

AutoCAD SHX Text

PAINT AND ADD 3" CONCRETE

AutoCAD SHX Text

4"x~8"x1'-2" ~P

AutoCAD SHX Text

EACH SIDE OF PANEL

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4"

AutoCAD SHX Text

8"

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4"

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

THICKNESS

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8"x~8" BUILT UP ~P's

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w/ (4) #6x4'-0"

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PAINT ALL STEEL w/

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COVER AFTER WELD INSPECTION

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10"

AutoCAD SHX Text

TYPE CONN.

AutoCAD SHX Text

K

AutoCAD SHX Text

3"

AutoCAD SHX Text

~4

AutoCAD SHX Text

1

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6

AutoCAD SHX Text

DEPTH VARIES

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UNIFORMLY DISTRIBUTE EA.

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SIDE OF ~C

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PER PLAN

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1'-2"

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t/2

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EXTERIOR FACE

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NOTE:

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AT TYPE E1 EMBEDS

AutoCAD SHX Text

PROVIDE 4- #6

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2'-0"

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IN LIEU OF

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4- #6x4'-0"

AutoCAD SHX Text

(CENTER EMBED ON GRID)

AutoCAD SHX Text

TYPE CONN.

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L

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~C PANEL JOINT

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12"

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4"

AutoCAD SHX Text

7"

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

8- #6x6'-0"

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~5

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2"

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2"

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4"

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4"

AutoCAD SHX Text

~C

AutoCAD SHX Text

MC8x22.8x2'-0" @ ~C

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WELD ACCESS

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6"

AutoCAD SHX Text

16" HIGH x 14" WIDE

AutoCAD SHX Text

BLOCKOUT TO PANEL

AutoCAD SHX Text

~C AS REQ'D. FOR

AutoCAD SHX Text

~P ~0"x12"x1'-11" @ PANEL

AutoCAD SHX Text

~C w/ 8- #7 ASTM A706

AutoCAD SHX Text

~C

AutoCAD SHX Text

7"

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2"

AutoCAD SHX Text

3"

AutoCAD SHX Text

2"

AutoCAD SHX Text

ADD 2- #4x4'-0" EACH

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FACE CENTER ON EMBED

AutoCAD SHX Text

#3 TIES

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(8 PLCS. PER EMBED)

AutoCAD SHX Text

TRIM BARS EACH FACE PER

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ELEVATION. CONTINUE FAR

AutoCAD SHX Text

FACE REINF. STOP NEAR FACE

AutoCAD SHX Text

REINF. AT BLOCKOUT.

AutoCAD SHX Text

1~8"

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REINFORCING

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GEOMETRY SAME BOTH

AutoCAD SHX Text

SIDES OF ~C

AutoCAD SHX Text

EMBED

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GEOMETRY SAME BOTH

AutoCAD SHX Text

SIDES OF ~C

AutoCAD SHX Text

~w" @

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INTERIOR

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BENT ~P ~5"x2~8"x2~8"x6"

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EMBED PER TYPE B E.S.

AutoCAD SHX Text

MITER JOINT

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~4

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PILASTER THICKNESS

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PER ELEVATION

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S6.1

AutoCAD SHX Text

PANEL CONNECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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N

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N

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I

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H

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G

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O

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T

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S

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O

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T

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S

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T

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A

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E

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W

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F

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A

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E

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I

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G

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N

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E

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N

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R

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E

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P

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S

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A

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ONE CURTAIN REINFORCING (U.N.O.)

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PER

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PER

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ARCH.

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~w" MAXIMUM

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O.S. FACE

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OF WALL

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~C VERT.

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EQ.

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EQ.

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HORIZ. BARS

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STEEL EACH FACE w/TIES/C0NT. REINF.

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STEEL EACH FACE (NO TIES)

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HOLD 1~8" CLR., TYP.

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PER

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~w"

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~w"

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ARCH.

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~w"

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~w"

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PER

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INSIDE VERT.

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BARS

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VERT.

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BARS

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ARCH.

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REVEAL

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~w"CLR.

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HOLD

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REVEAL

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HOLD ~w" CLR.

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ARCH.

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PER

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ARCH.

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~w" MAXIMUM

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~w" MAXIMUM

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TYPICAL WALL REINFORCING PLACEMENT DETAILS

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N.T.S.

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O.S. FACE

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OF WALL

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O.S. FACE

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OF WALL

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TIES PER ELEVATION OR

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HORIZONTAL CONTINUOUS

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REINFORCING WHERE

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APPLICABLE

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HOLD 1~8" CLR.

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1~8" CLR.

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VARIES

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2~w"

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8~8"

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~w" CLR.

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VERT. EACH FACE

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BAR PER ELEV.

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#4 @ 6"oc

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#3 @ 18"oc

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SECTION

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~w" = 1'-0"

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B-6.2

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PLAN VIEW

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(11~4" PILASTERS)

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H.S.S. BEAM

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H.S.S. COLUMN

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3-D VIEW AT MEZZANINE SUPPORT PANELS

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N.T.S.

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#5 @ 8" VERT.

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#5 VERT.

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#4 @ 4"oc

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8"

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#4 @ 8"oc HORIZ.

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2 EACH END

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4- #7

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8~8"

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PER PLAN

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2'-0"

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@ 8" oc

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PLAN VIEW

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1~8" CLR.

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TYP. U.N.O.

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SECTION

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~w" = 1'-0"

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A-6.2

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EQ.

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EQ.

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SECTION

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~w" = 1'-0"

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C-6.2

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SECTION

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~w" = 1'-0"

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D-6.2

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SECTION

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~w" = 1'-0"

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E-6.2

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SECTION

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~w" = 1'-0"

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G-6.2

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SECTION

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~w" = 1'-0"

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F-6.2

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"t" PER ELEVATION

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1~8" CLR.

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PER PLAN

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1~8" CLR.

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1~8" CLR.

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~w" CLR.

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VERT. REINF. EA. FACE

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PER ELEVATIONS DISTRIBUTE

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EQUALLY

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#3 @ 6"oc EXTEND

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2'-0" ABOVE & BELOW

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OPENINGS

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VERT. EACH FACE

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BAR PER ELEV.

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~w" CLR.

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1~8" CLR.

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1~8" CLR.

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1~8" CLR.

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~w" CLR.

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1~8" CLR.

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REINF. EXTEND INTO

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#3 @ 6"oc

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CONDITION @ TYPICAL PILASTER REINF.

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0"

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1~8" CLR.

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~w" CLR.

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CONDITION @ TYPICAL WALL REINF.

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0"

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ADD 1- #4 VERT.

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#4 TO MATCH HORIZ.

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REINF. PER ELEVATIONS

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2'-6"

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0"

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TYPICAL HORIZONTAL WALL

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PILASTER PER ABOVE.

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3"

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3"

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#4 VERT. REINF PER ELEVATIONS

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ALTERNATE HOOKS. ROTATE HOOKS

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AS REQUIRED FOR CLEARANCE

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HOR. REINF. PER ELEVATION

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2- #7 TOP & BOT.

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@ ~C PANEL HOOK

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EACH END

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3"

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3"

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3"

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PER ARCH.

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REINF. PER ELEV.

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@ ~C PANEL

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2- #5 CONT. TOP U.N.O.

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2- #5 CONT. TOP U.N.O.

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~w" CLR.

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HORIZ REINF PER ELEV.

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HOLD INSIDE PILASTER

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REINF. PER SECT. G-3.2

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PER ELEV.

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1~8" CLR.

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TYP. U.N.O.

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HORIZ. REINF. PER ELEV.

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HOLD INSIDE PILASTER

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REINF. PER SECT. G-3.2

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TO FACE OF PANEL

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FULL HEIGHT OF

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PC PANEL

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1 "12"

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1 "12"

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PER PLAN

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#4 @ 4"oc

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8"

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#4 @ 8"oc HORIZ.

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2 EACH END

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4- #7

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8~8"

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2'-0"

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PLAN VIEW @ SIM.

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1~8" CLR.

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TYP. U.N.O.

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1 "12"

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1 "12"

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2'-6"

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EQ.

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EQ.

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TYPICAL PANEL REINF.

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NOT SHOWN.

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#5 VERT.

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#4 @ 4"oc

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8"

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2 EACH END

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4- #7

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8~8"

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2'-0"

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@ 8" oc

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1~8" CLR.

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TYP. U.N.O.

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EQ.

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EQ.

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#5 @ 8" VERT. FULL

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HEIGHT OF PC PANEL

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TYPICAL CONT. REINF.

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PER ELEVATION

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#4 @ 8"oc

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HORIZ.

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TYPICAL CONT. REINF.

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PER ELEVATION

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PLAN VIEW @ SIM.

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A-3.3/A-3.3A SIM.

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3'-0"

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REINF. TO MATCH PILASTER REINF..

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EXTEND 3'-0" INTO PILASTER

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EQ.

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EQ.

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EQ.

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EQ.

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@ #6 TRIM BAR

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1- #6 TRIM BAR PER

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ELEVATIONS. EXTEND

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3'-0" ABOVE + BELOW

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OPENINGS

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E-2.1

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A-6.2

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E-3.3

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(1" CLR. @ INTERIOR 11~4" PANELS)

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%%uNOTE:

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INTERIOR

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NO REVEALS @

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11~4" PANELS

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SECTION

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~w" = 1'-0"

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H-6.2

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15'-0" F.F.

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(FUTURE MEZZANINE)

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5~8"

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1'-1~8"

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PROVIDE EMBED ~P

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~0"x1'-1~8" SQ. w/

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4- ~r"%%cx6" W.H.S. @

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9~8" GA. EACH WAY

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SPACED @ 5'-0"oc MAX.

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1

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1

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1

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1

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S6.2

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P.C. PANEL DETAILS/SECTIONS

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sht

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job no.

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drawn

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checked

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date

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no.

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revision

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date

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#

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REVISION

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DATE

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H

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G

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O

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T

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S

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W

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BUILDING P-152 - Segale Properties Properties Drawing Filies/Pacific... · building p-152 segale...

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