BID NUMBER 629

OXNARD UNION HIGH SCHOOL DISTRICT

Addendum #1

Addendum #1

Exhibit “A”

Revised and Added Structural

drawings that will supersede all

other associated drawings

G E N E R A L N O T E S D R A W I N G I N D E X

a. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTSEXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OFWOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS,REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING.

b. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTERAT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALLBE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATESUPPORTS FOR NONSTRUCTURAL APPLICATIONS.

c. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716 INCH.

GENERAL NOTES:1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED

OTHERWISE.2. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2016 CALIFORNIA

BUILDING CODE.3. IT IS MANDATORY THAT THE CONTRACTOR COORDINATE AND VERIFY ALL DIMENSIONS,

ELEVATIONS, DETAILS, ETC., WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL,PLUMBING AND ANY OTHER DRAWINGS IN THE BID DOCUMENT, INCLUDING SPECIFICATIONS,PRIOR TO ANY FABRICATION OR CONSTRUCTION. THIS COORDINATION INCLUDES THEREQUIREMENTS OF ALL TRADES. CONTRACTOR MUST NOTIFY THE ARCHITECT AND/ORSTRUCTURAL ENGINEER OF ANY DISCREPANCIES, NEED FOR COORDINATION AND/ORCLARIFICATION IMMEDIATELY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE,THROUGH THE APPROPRIATE DESIGN PROFESSIONAL AND THEIR DRAWINGS, ALL OF THETRUE FACTS PRIOR TO BIDDING, FABRICATION AND/OR CONSTRUCTION.

4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS.

5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERALNOTES.

6. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THEDETAILS SHOWN FOR THE RESPECTIVE MATERIALS.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELYRESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCE ANDPROCEDURE.

8. FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONSOF THE PROTECTIVE MEASURES. THE SERVICES PERFORMED BY THE ARCHITECT AND/ORSTRUCTURAL ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROMCONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER, WHETHER OFMATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTERCOMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OFASSISTING IN THE QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACTDRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'SPERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

9. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTS,ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FORADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL. ALL SUSPENDEDEQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL BRACING.

10. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOWOR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIORAPPROVAL IS OBTAINED FROM THE OWNER, ARCHITECT/ENGINEER, AND THE APPLICABLEGOVERNING CODE AUTHORITY.

EXISTING BUILDING:1. ANY EXISTING STRUCTURAL ELEMENTS WHICH ARE REMOVED OR MODIFIED

MUST BE REPLACED OR MODIFIED TO CONFORM TO THE REQUIREMENTS OF THE2013 C.B.C.

2. ANY OBVIOUS STRUCTURAL DEFICIENCIES WHICH ARE OBSERVED DURINGDEMOLITION OR NEW CONSTRUCTION BY THE ENGINEER, THE CONTRACTOR ORTHE INSPECTOR SHALL BE REPORTED TO THE DIVISION OF ARCHITECT &APPROPRIATE CORRECTIONS MADE

3. PARTIAL SETS OF DRAWINGS WILL BE AVAILABLE AT JOB SITE FOR EXISTINGBUILDINGS.

4. INFORMATION SHOWN ON STRUCTURAL DRAWINGS REGARDING MATERIALS,DETAILS DIMENSIONS, ETC. OF EXISTING BUILDINGS WAS TAKEN FROM OLD &INCOMPLETE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING ALL INFORMATION IN THE FIELD PRIOR TO PREPARATION OF SHOPDRAWINGS & FABRICATION OF ANY MATERIALS & PRIOR TO CONSTRUCTION.

STRUCTURAL DEMOLITION:1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY OF DESIGN

AND INSTALLATION OF ALL TEMPORARY SHORING USED DURING THE REMOVAL OFWALLS, PIERS, COLUMNS, BEAMS, ETC. AND INSTALLATION OF NEW STRUCTURALELEMENTS.

2. NO EXISTING STRUCTURAL ELEMENT (BEAM, COLUMN, SHEAR WALL, ETC.) SHALLBE REMOVED UNLESS CONTRACTOR IS PREPARED TO BEGIN INSTALLATION OF ANEW STRUCTURAL ELEMENT WITHIN ONE WEEK OF REMOVAL OF THE EXISTINGELEMENTS, EXCEPT AS OTHERWISE AGREED BY THE STRUCTURAL ENGINEER.

3. ARCHITECT AND INSPECTOR OF RECORD SHALL CAREFULLY INSPECT EACHDEMOLITION AREA PRIOR TO COMMENCEMENT OF DEMOLITION.

4. ALL DEMOLITION WORK SHALL BE DONE WITH GREAT CARE SO AS NOT TO DISTURBOR DAMAGE EXISTING STRUCTURE AND WALLS.

S-101 GENERAL NOTES & DRAWING INDEX AND ABBREVIATIONS ANDTYPICAL DETAILS

S-102 TYPICAL DETAILSSA-201 BLDG. A ROOF FRAMING PLANSB-201 BLDG. B ROOF FRAMING PLANSC-201 BLDG. C ROOF FRAMING PLANSD-201 BLDG. D ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSF-201 BLDG. F ROOF FRAMING PLANSG-201 BLDG. G ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSH-201 BLDG. H ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSI-201 BLDG. I ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSJ-201 BLDG. J ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSK-201 BLDG. K ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSL-201 BLDG. L ROOF FRAMING PLANSM-201 BLDG. M ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSN-201 BLDG. N ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSO-201 BLDG. O ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSQ-201 BLDG. Q ROOF FRAMING PLANSU-201 BLDG. U ROOF FRAMING PLANSV-201 BLDG. V ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSW-201 BLDG. W ROOF FRAMING PLANSX-201 BLDG. X ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSY-201 BLDG. Y ROOF FRAMING PLAN & PARTIAL FOUNDATION PLANSAQ-201 AQUATIC CENTER ROOF FRAMING PLANS-301 SECTION AND DETAILSS-302 SECTION AND DETAILSS-303 SECTION AND DETAILS

WOOD FRAME:1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUD. U.N.O. ON

PLANS SPLICES SHALL LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d MINIMUM EACH SIDEOF JOINT, UNLESS NOTED OTHERWISE ON PLANS.

2. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTEDOTHERWISE.

3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKINGSHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER.

4. TEMPORARY DIAGONAL BRACING MAY BE USED, NOT LET-IN BRACING. PROVIDE FIRE STOPSAT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALLBE 2X NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSEDSPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN EACH DIRECTION AND AT THESAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS.

5. ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER,ETC.

6. EACH SHEET OF PLYWOOD SHALL BEAR MARKINGS IDENTIFYING THE QUALIFIED TESTING &INSPECTION AGENCY PER IR23-6.

7. PLYWOOD FOR WALL AND ROOF SHEATHING SHALL BE CDX STRUCTURAL I USE EXTERIORTYPE, MIN. C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER. ALL PLYWOOD SHALLBE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCTSTANDARDS PS-1-95.

8. ALL WOOD BEARING ON CONCRETE OR IN CONTACT WITH CONCRETE SHALL BE PRESSURETREATED DOUGLAS FIR GRADE NO. 1.

9. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLYDETAILED.

10. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAXIMUM FOR ALL JOISTS AND RAFTERS(MORE THAN 8" DEEP). METAL BRIDGING SHALL BE NAILABLE TYPE. (EQUIVALENT TOSIMPSON 'TB' TYPE, NAILABLE FROM TOP AND BOTTOM)

11. ALL NAILS SHALL BE COMMON NAIL. NAILING SHALL BE PER CBC TABLE 2304.9.112. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES,

CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 17, UNLESSNOTED OTHERWISE:RAFTERS, PLATES, 4" BEAMS............................NO. 1 Fb=1000 PSIFLOOR JOISTS .............................SELECT STRUCTURAL Fb1450 PSI6" BEAMS.............................................................No.1 Fb=1350 PSI4" POSTS.....................................NO. 1 AND BETTER Fb=1150 PSI2" STUDS...........................................................NO. 1 Fb=1000 PSI6" POSTS...........................................................NO. 1 Fb=1200 PSIBLOCKING, STRIPPING..........................................NO. 2 Fb=875 PSI

13. WOOD STUDS MAY BE NOTCHED IF JUSTIFIED WITH CALCULATIONS.14. STUDS MAY BE BORED TO 33% OF WIDTH MAXIMUM AND SHALL COMPLY WITH CALIFORNIA

BUILDING CODE, SECTION 2308.9.11.15. BORED HOLE SHALL BE LOCATED AT CENTER OF STUD, NO EXCEPTION.16. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR

NOTCH.17. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOIST. ALL

HARDWARE FOR BEAM TO BEAM, COLUMN TO BEAM CONNECTION SHALL HAVE VERTICALSLOTTED BOLT HOLES (SIMPSON PRODUCT MODIFIED OR EQ.) U.N.O.

18. ALL PRESSURE TREATED DOUGLAS FIR SHALL BEAR "WCLIB" GRADE STAMP AND "WWPA"QUALITY MARK, CUT AND HOLES SHALL BE RETREATED PER AWPA M-84. ALL PRESSURETREATED WOOD SHALL BE TREATED PER PROCEDURE AND CHEMICALS SPECIFIED IN UBCSTANDARD 23-6 AND AWPA STD.

19. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOODFOR NON-STRUCTURAL WALLS. USE 3x3x1/4 STEEL PLATE WASHER FOR ALL BOLTSCONNECTING DRAGS, CHORD & SHEAR WALLS AND HOLDOWNS. SEE DRAWINGS FORLOCATION.

20. ALL WOOD FRAMING CONNECTORS SHALL BE ICC APPROVED PRODUCT, SIMPSON ORAPPROVED EQUIVALENT.

21. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEEDS 19% AT TIME OF INSTALLATION.22. FASTENERS FOR PRESSURE-PRESERVATIVE TREATED AND FIRE-RETARDANT TREATED

WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED, STAINLESS STEEL, SILICONBRONZE OR COPPER. FASTENERS FOR WOOD FOUNDATIONS SHALL BE AS AS REQUIRED INCHAPTER 18, DIVISION II. FASTENERS REQUIRED TO BE CORROSION RESISTANT SHALL BEEITHER ZINC-COATED FASTENERS, ALUMINUM ALLOY WIRE FASTENERS OR STAINLESSSTEEL FASTENERS.

23. PRE-DRILL NAIL HOLES WHERE 16d NAILS IS INSTALLED AT 4" OR CLOSER SPACING.DIAMETER OF PRE-DRILL HOLES SHALL NOT BE MORE THAN 75% OF NAIL DIAMETER.

24. UNLESS NOTED OTHERWISE BLOCKING SHALL BE INSTALLED PER THE FOLLOWINGSCHEDULE

A B B R E V I A T I O NPLATE INT. INTERIOR

& AND INTERM. INTERMEDIATEL ANGLE INVERT INVERTED@ AT JST. JOIST

CENTER LINE JT. JOINTØ DIAMETER OR ROUND LAB. LABORATORY# POUND OR NUMBER LAM. LAMINATE(E) EXISTING L.L.H. LONG LEG HORIZONTAL(N) NEW L.L.V. LONG LEG VERTICALA.B. ANCHOR BOLT LO. LOWABV. ABOVE LOC. LOCATIONADJ. ADJACENT LT. LIGHTAGGR. AGGREGATE LT.WT. LIGHT WEIGHTAPPROX. APPROXIMATE MANUF. MANUFACTURERARCH. ARCHITECT MAX. MAXIMUMARCH'L. ARCHITECTURAL M.B'S. MACHINE BOLTSB BOLT MECH. MECHANICALBD. BOARD MEMB. MEMBRANEBLDG. BUILDING MTL. METALBLK. BLOCK MFG. MANUFACTURINGBLKG. BLOCKING MIN. MINIMUMBLW. BELOW MISC. MISCELLANEOUSBM. BEAM M.O. MASONRY OPENINGB.N. BOUNDARY NAILING N. NORTHBOT. BOTTOM N.I.C. NOT IN CONTRACTBRG. BEARING N.O. or # NUMBERCEM. CEMENT NOM. NOMINALCLG. CEILING N.S. NEAR SIDECLR. CLEAR N.T.S. NOT TO SCALEC.J. CONSTRUCTION JOINT O.C. ON CENTERC.J.P. COMPLETE JOINT PENETRATION O.D. OUTSIDE DIAMETER (DIM)COL. COLUMN OPNG. OPENINGCONC. CONCRETE OPP. OPPOSITECONN. CONNECTION O.F. OUTSIDE FACECONSTR. CONSTRUCTION PC. PIECE CONTINUOUS CONT.PRCST PRECAST CTSK. COUNTERSUNKPL. PLATE (WOOD) CTR. CENTERP.L. PROPERTY LINE DBL. DOUBLEPLAS. PLASTER DEPT. DEPARTMENTPLYWD. PLYWOOD DET. DETAILPROJ. PROJECT DIA. DIAMETERPT. POINT DIM. DIMENSIONPTN. PARTITION DN. DOWNREINF. REINFORCING DWG. DRAWINGRM. ROOM E EASTR.O. ROUGH OPENING EA. EACHS SOUTH E.F. EACH FACESC. SCALE E.J. EXPANSION JOINTSCHED. SCHEDULE EL. ELEVATIONSECT. SECTION ELEV. ELEVATION OR ELEVATORSHT. SHEET E.N. EDGE NAILINGSHTG. SHEETING EQ. EQUALSIM. SIMILAR EQPT. EQUIPTMENTSQ. SQUARE E.W. EACH WAYSTD. STANDARD EXIST'G. EXISTINGSTIFF. STIFFENER EXP. EXPANSIONSTL. STEEL EXT. EXTERIORSTRL. STRUCTURAL FDN. FOUNDATIONSUSP. SUSPENDED FIN. FINISHSYM. SYMMETRICAL F.F. FINISH FLOORTEMP. TEMPORARY OR TEMPERATURE FLR. FLOORTHK. THICK F.O.C. FACE OF CONCRETET.O.F. TOP OF FOOTING F.O.S. FACE OF STUDST.O.P. TOP OF PARAPET F.S. FAR SIDET.O.S. TOP OF STEEL FT. FOOT OR FEETTSG. TAPERED STEEL GIRDER FTG. FOOTINGT.W. TOP OF WALL GA. GAUGET & B TOP AND BOTTOM GALV. GALVANIZEDTYP. TYPICAL GLB GLUED-LAMINATED BEAMU.N.O. UNLESS NOTED OTHERWISE GND. GROUNDVERT. VERTICAL GR. GRADEW WEST GYP. GYPSUMW/ WITH HI. HIGHW/O WITHOUT HORIZ. HORIZONTALWD. WOOD HT. HEIGHTW.P. WEAKENED PLANE I.D. INSIDE DIAMETER (DIM)WT. WEIGHT I.N. INTERMEDIATE (FIELD) NAILINGW.W.F. WELDED WIRE FABRIC INSUL. INSULATIONSCRRA SOUTHERN CALIFORNIA

REGIONAL RAIL AUTHORITY

FASTENINGa,d

(3)-8d COMMON (212"x0.131")

(2)-8d COMMON (212"x0.131")

16d (312"x0.135") AT 16" O.C.

(3)-16d (312"x0.135") AT 16" O.C.

(3)-16d COMMON (312"x0.162")

(4)-8d COMMON (212"x0.131")

(3)-16d COMMON (312"x0.162")

3"x0.131" NAILS AT 8" O.C.

16d (3 "x0.135") AT 16" O.C.(8)-16d COMMON (31

2"x0.162")

(3)-8d COMMON (212"x0.131")

8d (212"x0.131") AT 6" O.C.

(2)-16d (312"x0.162")

16d COMMON (312"x0.162")

(3)-8d COMMON 212"x0.131")

(4)-8d COMMON (212"x0.131")

(3)-16d COMMON (312"x0.162")

MIN.TABLE 2308.10.41

(3)-16d COMMON (312"x0.162")

MIN.TABLE 2308.10.4.1.

(3)-8D COMMON (212"X0.131")

(3)-3"x0.131") NAILS(3)-3" 14 GAGE STAPLES

16d COMMON (312"x0.162")

LOCATION

TOENAIL

TOENAIL EACHENDTYPICAL FACENAILBRACED WALLPANEL

END NAIL

TOENAILEND NAIL

FACE NAIL

TYPICAL FACENAILLAP SPLICE

TOENAIL

TOENAIL

FACENAIL

16" O.C. ALONGEDGE

TOENAIL

TOENAIL

FACE NAIL

FACE NAIL

TOENAIL

24" O.C.

WOOD FASTENING SCHEDULE

CONNECTION

1. JOIST TO SILL OR GIRDER

2. BRIDGING TO JOIST

3. SOLE PLATE TO JOIST ORBLOCKING SOLE PLATE TOJOIST OR BLOCKING ATBRACED WALL PANEL

4. TOP PLATE TO STUD

5. STUD TO SOLE PLATE

6. DOUBLE STUD

7. DOUBLE TOP PLATESDOUBLE TOP PLATES

8. BLOCKING BETWEEN JOISTSOR RAFTERS TO TOP PLATE

9. RIM JOIST TO TOP PLATE

10. TOP PLATES, LAPS ANDINTERSECTIONS

11. CONTINUOUS HEADER, TWOPIECES

12. CEILING JOISTS PLATE

13. CONTINUOUS HEADER TOSTUD

14. CEILING JOISTS, LAPS OVERPARTITIONS (SEE SECTION2308.10.4.1, TABLE 2308.10.4.1)

15. CEILING JOISTS, TO PARALLELRAFTERS (SEE SECTION2308.10.4.1 TABLE 2308.10.4.1.)

16. RAFTER TO PLATE (SEESECTION 2308.10.4.1 TABLE2308.10.4.1.)

17. BUILT-UP CORNER STUDS

OUTLINED STRUCTURAL DESIGN CRITERIA:PROJECT LOCATIONLATITUDE = 34.21809°NLONGITUDE = 119.0084°WLATERAL LOADS DESIGN CRITERIA:A. WIND LOADS - CONFORM TO CBC CHAPTER 16A, WITH THE FOLLOWING

PARAMETERS:a. EXPOSURE TYPE................................EXPOSURE Cb. BASIC WIND SPEED...........................110 MPH, 3 SEC. GUSTB. SEISMIC LOADS - CONFORM TO CBC CHAPTER 16A, WITH THE FOLLOWING

PARAMETERS:

SEISMIC DESIGN ADDITION TO EXISTINGSEISMIC FORCE-RESISTING SYSTEM LIGHT-FRAME WOODPER ASCE 7-10 TABLE 12.2 STRUCTURAL PANEL

(A.13)IMPORTANCE FACTOR 1.0OCCUPANCY CATEGORY IISHORT PERIOD DESIGN SPECTRALRESPONSE ACCELERATION....................SDS 1.471gONE SECOND PERIOD DESIGN SPECTRALRESPONSE ACCELERATION.....................SD1 0.795gSEISMIC DESIGN CATEGORY ESITE CLASS DDEFLECTION AMPLIFICATION FACTOR...Cd 4SYSTEM OVERSTRENGTH FACTOR........ 3REDUNDANCY FACTOR............................. 1.0STRUCTURAL SYSTEM COEFFICIENT......R 6.5DESIGN BASE SHEAR(ASD).......................V 0.158W

C. SEISMIC COEFFICIENT FOR MECHANICALCOMPONENTS ROOF TOP HVACWITH INTERNAL ISOLATOR .............. aP=2.5, RP=2.0, IP=1.0 ASD FP=1.545WP

D. SEISMIC COEFFICIENT FOR MECHANICALCOMPONENTS ROOF TOP HVAC......aP=2.5, RP=6.0, IP=1.0 ASD FP=0.515WP

VERTICAL LOADS DESIGN CRITERIA:B. LIVE LOADS (ROOF)..............................20 POUNDS PER SQUARE FOOT

0

TESTS:1. MILL TEST REPORTS OF CEMENT, REINFORCING STEEL AND STRUCTURAL

STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND DIVISION OF THESTATE ARCHITECT PER CALIFORNIA BUILDING CODE SECTION 1910A.1,1910A.2 & 2211A.1 RESPECTIVELY.

2. THREE CONCRETE TEST CYLINDERS SHALL BE MADE FOR EACH DAY'SPLACING, AND EACH 50 CUBIC YARDS OR FRACTION THEREOF. ONECYLINDER TO BE TESTED 7 DAYS, TWO AT 28 DAYS. PER CBC. 1705A.3 ENDWELDED STUDS SHALL BE TESTED ACCORDING TO SECTION 2213A.2

INSPECTIONS:1. INSPECTION BY AN DIVISION OF THE STATE ARCHITECT APPROVED

PROJECT INSPECTOR SHALL BE PROVIDED FOR ALL WORK PER CALIFORNIABUILDING CODE SECTION 4-342, PART I, TITLE 24 CCR.

2. INSPECTION OF CONCRETE SHALL INCLUDE, BUT NOT BE LIMITED TO,INSPECTION OF REINFORCING STEEL SIZES, LENGTH AND PROPERPLACEMENT TAKING TEST CYLINDERS AND INSURING PROPER PLACEMENTAND VIBRATION OF CONCRETE.

3. SEE SPECIFICATIONS AND THESE DRAWINGS FOR ANY ADDITIONAL INSPECTION AND/OR TEST REQUIREMENTS.

4. SEE DSA APPROVED DSA 103 FORM

STRUCTURAL STEEL:1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 EXCEPT FOR WIDE

FLANGE SHAPES SHALL CONFORM TO ASTM A-992.2. ALL PIPE SHALL BE ASTM A-53, GRADE "B".3. ALL TUBULAR STEEL SECTIONS SHALL CONFORM TO ASTM A-500 GRADE "B"

(FY = 46 KSI).4. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION

OF AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS".

5. NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOPDRAWINGS HAVE BEEN REVIEWED BY THE STRUCTURAL ENGINEER.

6. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING THEELECTRIC ARC PROCESS AND APPROVED COATED RODS, OR USING THESUBMERGED ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). LOWHYDROGEN ELECTRODES SHALL BE USED IN WELDING OF REINFORCINGBARS. USE E70 SERIES ELECTRODE OR BETTER.

7. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTEDWITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

8. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER THAN NOMINAL BOLTSIZE.

9. BASE PLATES SHALL BE LEVELED WITH DOUBLE NUTS. NO LEVELING PLATEALLOWED.

10. BOLTS NOTED AS MACHINE BOLTS(MB) SHALL CONFORM TO ASTM A-307.11. THE GENERAL CONTRACTOR AND THE STEEL FABRICATOR SHALL

COORDINATE WITH THE ARCHITECT AND THE SUB CONTRACTORS OFMECHANICAL, ELECTRICAL AND PLUMBING FOR THE FINAL SIZE ANDLOCATION OF ALL EQUIPMENTS AND OPENINGS FOR DETERMINING THESUPPORT FRAMING MEMBERS LOCATION.

12. ALL WELDS USE FOR BRACED FRAME CONNECTION SHALL BE NOTCH TOUGHFILLER METAL HAVING A MINIMUM CHAPY V-NOTCH TOUGHNESS OF 20 FT-LBS@ 0°F AND 40 FT-LBS @ 70°F

13. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN A SHOP APPROVED BYDSA.

14. ALL STEEL AND STEEL CONNECTORS EXPOSED TO WEATHER SHALL BEGALVANIZED. TOUCH UP W/GALVANIZED PAINT @ ALL SCRATCHED ANDWELDED AREAS.

VERSA-LAM LAMINATED VENEER LUMBER:

SCOPE: THIS WORK INCLUDES THE COMPLETE FURNISHING AND

INSTALLATION OF ALL VERSA-LAM® LVL BEAMS AND JOISTS AS

SHOWN ON THE DRAWINGS, HEREIN SPECIFIED AND NECESSARY

TO COMPLETE THE WORK.

MATERIALS: DOUGLAS FIR-LARCH VENEERS, LAMINATED IN A

PRESS WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE

MEMBER. GLUES USED IN LAMINATION ARE PHENOL

FORMALDEHYDE AND ISOCYANATE EXTERIOR-TYPE ADHESIVES

WHICH COMPLY WITH ASTM D2559. ALL VERSA-LAM JOIST SHALL

BE 1

3

4

" x 14" 1.8E 2400 VERSA LVL WITH F

b

= 2400 PSI, F

v

= 285 PSI

AND E = 1700 KSI.

DESIGN: VERSA-LAM® BEAMS SHALL BE SIZED AND DETAILED

TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS.

ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE

VALUES DEVELOPED IN ACCORDANCE WITH ASTM D5456 AND

LISTED IN THE GOVERNING CODE EVALUATION SERVICE'S

REPORT AND SECTION PROPERTIES BASED UPON STANDARD

ENGINEERING PRINCIPLES. VERIFICATION OF DESIGN OF THE

VERSA-LAM® BEAMS BY COMPLETE CALCULATIONS SHALL BE

AVAILABLE UPON REQUEST.

FABRICATION: VERSA-LAM® BEAMS SHALL BE MANUFACTURED

IN A PLANT EVALUATED FOR FABRICATION BY THE GOVERNING

CODE EVALUATION SERVICE AND UNDER THE SUPERVISION OF A

THIRD-PARTY INSPECTION AGENCY LISTED BY THE

CORRESPONDING EVALUATION SERVICE.

STORAGE AND INSTALLATION: VERSA-LAM® BEAMS, IF STORED

PRIOR TO ERECTION, SHALL BE STORED ON STICKERS SPACED

A MAXIMUM OF 15 FT. APART. BEAMS SHALL BE STORED ON A

DRY, LEVEL SURFACE AND PROTECTED FROM THE WEATHER.

THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT

DAMAGED.

VERSA-LAM® BEAMS ARE TO BE INSTALLED IN ACCORDANCE

WITH THE PLANS AND BOISE CASCADE EWP'S INSTALLATION

GUIDE. TEMPORARY CONSTRUCTION LOADS WHICH CAUSE

STRESSES BEYOND DESIGN LIMITS ARE NOT PERMITTED.

ERECTION BRACING SHALL BE PROVIDED TO ASSURE ADEQUATE

LATERAL SUPPORT FOR THE INDIVIDUAL BEAMS AND THE ENTIRE

SYSTEM UNTIL THE SHEATHING MATERIAL HAS BEEN APPLIED.

CODE: VERSA-LAM® BEAMS SHALL BE EVALUATED BY A MODEL

CODE EVALUATION SERVICE. ICC-ER ESR-1040

LOADING CONDITON BLOCKING CONNECTIONVERTICAL LOAD LUS OR HUSEQUIPMENT ACHORAGE A35NONE (3)-8d TOE NAILS

GENERAL NOTES,

DRWING INDEX AND

ABBREVIATIONS

S-101

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR S-101 General Notes.dwg; Last Saved By: HS - Jul 22, 2020 - 10:51am Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

LUS

PLAN

NEW OPENING AT EXISTING ROOF

NOTE:DO NOT CUT OR REMOVEANY EXISTING FRAMINGWITHOUT APPROVAL FROMSTRUCTURAL ENGINEERAND DSA. ANY STRUCTURALELEMENTS WHICH AREREMOVED OR CUT MUST BEREPLACED OR MODIFIED TOCONFIRM TO 2016 CBC.

(E) OR (N) RAFTER

8d @ 4" O.C. @PLYWOODAROUND OPENING

(E)SHEATHING

(N)EXHAUST FANOR A/C DUCTPENETRATION

(E) OR (N)RAFTER

(N)2x6 @ EDGEOF OPENING

6'-0"

MAX

.

(E) SHEATHING

8d @ 4" MIN.

IN-FILL EXISTING ROOF OPENING

(E) NAILS

(E) JOIST OR (E)RAFTER(N) 2x W/ 10d @6" STAGGERED

(N) PLYWOOD THICKNESSTO MATCH EXISTING WITHSPAN INDEX 24/0 WITH FACEGRAIN PERPENDICULAR TOSUPPORTS SEE

PROVIDE ADDITIONAL 2x @ 24" O.C.MAX. WITH LUS TO (E) FRAMING IFPLYWOOD SPAN IS MORE THAN 24"

EXISTINGFRAMING

(E) OPENINGTO IN-FILLED

2"

EQUIPMENTTAPEREDCURB

LAG SCREWSSEE 2/S3.03

(N)3x & 4xOR 6x

B.N. 8d @ 6" MIN.,MATCH EXISTING

(E) SHEATHING

(N) JOISTOR BM

JOIST TO JOIST CONNECTION

PLYWOOD 8d @ 4" MIN., MATCH EXISTING

(N) JOIST OR BLOCKINGLUS

1

2

3

4

(N) OR (E) JOIST

10d @ 6"

EQUIPMENTTAPEREDCURB

9-

8

(E) SHEATHING

4x W/ LUS EA. END

(E) JOIST

(N) SIMPSON"LUS" HANGER

REMOVE PORTIONOF (E) JOIST

(N) OPEN'G

CUT & RE-SUPPORT (E) JOIST

(E) 2x

(E) SHEATHING

5

112"

MIN.

(E) SHEATHING

SDS SCREWS @12" O.C. STAGG

6

(N) 2x OR 4x

SDS SCREWS21 2"

4"

7

(N) JOIST TO (E) JOIST

10d @ 6" 0.C.

NOT USED

NOT USED

W19

10

9

NOTES:1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO)

JOISTS.2. NOT USED3. MINIMUM DISTANCE OF PLYWOOD EDGE TO NAILS = 3 8".4. ALL JOISTS SHALL BE ON A 4'-0" MODULE TO COINCIDE WITH PLYWOOD PATTERN.

SEE DETAIL "A" BELOW.5. WHERE JOIST LAP SPLICE OCCURS AT THE END OF PLYWOOD SHEETS, PROVIDE

2x4 NAILER ON LAPPING JOIST. SEE DETAIL "B" BELOW.6. PLYWOOD NAILING: center line of 2x4 nailer,

plywood joint, and joistbeyond

2x4 nailer, full length oflapping joist with 16d nailsat 12" o.c.

edge nailing

lapping joist

joist beyondsee detail "A"

center line of joistand plywood joint

plywood sheathing

edge nailing

joist

WASHER (REQ'D FORWOOD SIDE PLATE)

SIDE PLATE

HOLDINGMEMBER

L1 = SHANK LENGTH - SIDE PLATE THICKNESS - - WASHER THICKNESS

D1 = SHANK DIAMETER

D2 = DRILLED DIAMETER AT THREADED PORTION

d1

d2

side

plate th.

L1L2

THRE

ADSH

ANK

INSTALLATION DETAIL OF LAG SCREWS

W55

1/4 5/32

5/16 3/16

3/8 1/4

7/16 5/16

1/2 5/16

9/16 3/8

5/8 7/16

3/4 1/2

7/8 5/8

D1 (IN.) D2 (IN.)

TYP. PLYWOOD SHEATHING CONSTRUCTION DET.

DETAIL "B"-PLYWOOD AT LAP SPLICEDETAIL"A"-TYPICAL END OF PLYWOOD SHEET

JOIST OR RAFTER

SOLID BLOCKING ORCLEATS PER NOTENO. 2 BELOW

EDGE OF PLYWOODSHEET

CENTER LINEOF STAGGERPLYWOODJOINT

24" M

IN.

24" M

IN.

12" MIN.WIDTH

2 12

2 12 12 12 22 22 1

NAILS PERP. TOTHE GLUE LINE

ALL THICKNESS

O.C. END4

MINIMUMTHICKNESS31

2 INCHES

2 12

2 12 12 12 22 22 1

O.C. END4

MINIMUMTHICKNESS13

4 INCHES

2 13 23 23 24 34 36 3

O.C. END4

MINIMUMTHICKNESS11

2 INCHES

O.C. END4

MINIMUMTHICKNESS11

4 INCHES

3 112

3 23 23 24 34 36 4

O.C. END4

MINIMUMTHICKNESS

1 INCH

8d BOX. 3 112

8d COMMON 4 310d & 12d BOX 4 316d BOX 4 310d & 12d COMMON 6 416d SINKER 6 416d COMMON 6 4

O.C. END4

CONNECTORSIZE

NAILS PARALLEL TO THE GLUE LINE

11ALLOWABLE NAIL SPACING OF VERSA-LAM LVL (INCHES)

FOR SI: 1 INCH =25.4mm1. SPACING REQUIREMENTS AND MAXIMUM NAIL SIZE FOR PANEL EDGE NAILING OF WALL SHEATHING

AT ADJOINING PANELS MUST ALSO BE IN ACCORDANCE WITH SECTION 4.62. EDGE DISTANCES MUST BE SUFFICIENT TO PREVENT SPLITTING.3. FOR MULTIPLE ROW OF FASTENERS, THE ROWS MUST BE OFFSET 12 INCH OR MORE FROM EACH

OTHER, EQUALLY SPACED FRMO THE CENTERLINE OF THE VERSA-LAM LVL MEMBER AND STAGGERED4. "END" REFERS TOE MINIMUM DISTANCE BETWEEN THE NAIL AND THE END(S) OF THE PIECE(S) BEING

CONNECTED.

3 112

3 23 23 24 34 36 4

12

2-2X TOP PLATES MIN. SEEPLAN FOR PLATE SIZE ATDRAG LINEEDGE NAILING

2X STUDS AT 16" OC SEE PLAN3X & 4X STUDS AT PLYWOOD SPLICEEDGES WHERE REQUIRED SEEWALL SCHEDULE ON S2.1

EDGE NAILING AT ALL OPENING

2X BLOCKING UNLESSOTHERWISE NOTED SEE SHEARWALL SCHEDULE ON S2.1FIELD NAILING

4x MIN. AT HOLDOWN ANCHORSHOLDOWN ANCHOR SEE PLAN& DETAILS 13/S1.2 & 10/S1.2

5/8" DIAMETER SILL ANCHOR BOLTSAT 4'-0" O.C. MAXIMUM. DIFFERENTSIZE AND EXTRA BOLTS, SEE SHEARWALL SCHEDULE ON S2.1

ELEVATION EDGE NAILINGSILL PLATE

16" MINIMUM

16" M

INIM

UM

TYPICAL PLYWOOD SHEAR PANEL DETAIL

W12A

NOTES:1. NAILS SHALL HAVE A MINIMUM OF 3/8" EDGE DISTANCE. FOR 2x & 1/2" FOR 3x OR 4x2. 2x STUDS AND BLOCKING AT ALL PLYWOOD JOINTS UNLESS OTHERWISE NOTED.3. PLYWOOD SHEET SHALL RUN PARALLEL WITH STUDS.4. PROVIDE 1/8" GAP BETWEEN PLYWOOD AT PLYWOOD SPLICE JOINT.

(E) S.O.G.(N) S.O.G.SEE PLAN

6"2'-0"

2"

#4 DWLS @ 16" O.C.IN DRILLED HOLESFILLED W/ SIMPSONSET-XP

13

(E) PLYWOODSHEATHING(3)-3 8"Ø LAG SCREWS

EA. SIDE; CTSK

(N) 4x OR 2x

ISOLATOR SEEMECH'L

POWER EXHAUSTER PLATFORM 14

3" MIN.

(N) SHAPED 4x

4 MIN.

WELDING PER MECH'L

POWER EXHAUSTER STEEL CHANNELFRAME

9-

34" PLYWOOD

A-35 EA. CORNER

10d @ 4" O.C. ALLPERIMETER SHEET METAL CAP

SEE MECH'L

(N) 4x BLK'G W/LUS EA. END

(N) SLAB TO (E) SLAB CONNECTION DETAIL

412"

MIN.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR S-102 Typicla Details.dwg; Last Saved By: HS - Jul 22, 2020 - 11:23am Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

TYPICAL DETAILS

S-102

1 2 3 4 5 8

A

B

C

6 7

1 1/2" / 1'-0"

1 1/2" / 1'-0"

SCALE :

N

(E) 2

x14 @

24" O

.C.

(E) 2

x14 @

24" O

.C.

768#RTU/A-1

719#RTU/A-3

719#RTU/A-4

719#RTU/A-5

719#RTU/A-6

719#RTU/A-12

719#RTU/A-11

719#RTU/A-10

719#RTU/A-9 719#

RTU/A-8719#

RTU/A-7

1- TYP.

1S-301

1S-301

RIDGE

27'-8

"27

'-8"

150#HP/A-2

2-

ABUILDING A ROOF FRAMING PLAN

1/8" = 1'-0"

35'-0" 9'-0" 20'-0" 32'-0" 32'-0" 28'-0" 34'-7"

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

(E) PLYWOOD W/ 10d@ 6" O.C. ALL EDGESAND BUNDARIE 12"FIELD UNBLOCKED

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

34" PLYWOOD W/ 10d

@ 6" O.C. ALLEDGES, 6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW @3" O.C. EACH END TOBLKG BELOW

(3)-3 8" LAG SCREW@ EA. LONG SIDE4" PENETRATIONTO 4X BLOCKINGBELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

(N)4X6W/ A35EA. END

4X6BLOCKINGW/ A35 EA.END, TYP.

16S-301

(E)2X14@ 24"

(N)312"X14

1.8E/2400 LVLW/ LUS414EA. END

(N)4X14W/ LUS414EA. END

(N)LUS214TYP.

(E)2X14 @24" TYP.

(N)4X14 W/LUS414 EA.END

(N)4X8 W/A35 EA. END

EQ

(N)4X6W/ A35EA. END

(N)312"X14

1.8E/2400 LVLW/ LUS414EA. END

(N)2

X6 W

/LU

S EA

. END

EQ

POWER EXHAUSTPLAFORM ABOVEROOF SEE 9a

S-302

14S-102

1S-102

17S-301

7S-303

4S-102

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SA-201 Bldg. A Roof Plans.dwg; Last Saved By: HS - Jul 19, 2020 - 9:11pm Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "A" ROOF

FRAMING PLAN

SA-201

KEY PLAN

1 2 3 4 5 6

A

B

C

1 1/2" / 1'-0"

1 1/2" / 1'-0"

N

(E) 2

x14 @

24" O

.C.

(E) 2

x14 @

24" O

.C.

719#RTU/B-4

719#RTU/B-5

675#RTU/B-3

719#RTU/B-2

120#HP/B-6A1

719#RTU/B-6

719#RTU/B-1

105#HP/B-2A

100#HP/B-1A

100#HP/B-3A

120#HP/B-6A2

1- TYP.

1S-301

1S-301

RIDGE

27'-8

"27

'-8"

ABUILDING B ROOF FRAMING PLAN

SCALE: 1/8" = 1'-0"

2-

3-

12'-0" 32'-0" 32'-0" 12'-0" 40'-0"

3-

2-

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#2

-

HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

(E)2X14@ 24"

(N)312"X14 1.8E/2400

LVL W/ LUS414 EA.END

(N)4X14 W/LUS414 EA.END

(N)LUS214TYP.

(E)2X14 @24" TYP.

(N)4X14 W/LUS414 EA. END

(N)4X8 W/A35 EA. END

EQ

(N)4X6 W/ A35 EA.END

(N)312"X14

1.8E/2400 LVL W/LUS414 EA. END

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

4X6 BLK'G W/A35 EA. END,TYP.

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)2X(N)4X6 W/A35 EA. END

4X6 BLK'GW/ A35 EA.END, TYP.

(N)2

X6 W

/LU

S EA

. END

EQ

POWER EXHAUSTPLAFORM ABOVEROOF SEE 9a

S-302

14S-102

1S-102

17S-301

7S-303

4S-102

16S-301

16S-301

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SB-201 Bldg. B Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 8:21am Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDINGS "B" ROOF

FRAMING PLAN

SB-201

KEY PLAN

1 2 3 4 5 6 7

A

B

C

1 1/2" / 1'-0"

1 1/2" / 1'-0"

1 1/2" / 1'-0"

1 1/2" / 1'-0"

N

(E) 2

x14 @

24" O

.C.

(E) 2

x14 @

24" O

.C.

719#RTU/C-7

719#RTU/C-5

719#RTU/C-6 719#

RTU/C-8 719#RTU/C-9

719#RTU/C-10

719#RTU/C-1

719#RTU/C-2

719#RTU/C-3719#

RTU/C-4

100#HP/C-11

100#HP/C-15

1- TYP.

1S-301

..

1S-301

RIDGE

27'-8

"27

'-8"

..

32'-0" 32'-0" 32'-0" 32'-0" 40'-0" 40'-0"

ABUILDING C ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

2-

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

2-

HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

(E)2X14@ 24"

(N)312"X14 1.8E/2400

LVL W/ LUS414 EA.END

(N)4X14 W/LUS414 EA.END

(N)LUS214TYP.

(E)2X14 @24" TYP.

(N)4X14W/ LUS414EA. END

(N)4X8 W/A35 EA.END

EQ

(N)4X6 W/A35 EA.END

(N)312"X14

1.8E/2400 LVLW/ LUS414EA. END

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW@ EA. LONG SIDE4" PENETRATIONTO 4X BLOCKINGBELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)2X

4X6 BLK'GW/ A35 EA.END, TYP.

(N)2

X6 W

/LU

S EA

. END

EQ

9aS-302

14S-102

1S-102

17S-301

7S-303

4S-102

16S-301

POWER EXHAUSTPLAFORM ABOVEROOF SEE

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SC-201 Bldg. C Roof Plans.dwg; Last Saved By: HS - Jul 20, 2020 - 8:39am Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDINGS "C" ROOF

FRAMING PLAN

SC-201

KEY PLAN

1 4

A

B

8 9 1032 5 11 7

1 1/2" / 1'-0"

1 1/2" / 1'-0"

1 1/2" / 1'-0"

1 1/2" / 1'-0"

N

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) T

SG

(E) 2x10@ 24" O.C.TYP.

719#RTU/D-6

719#RTU/D-1

100#HP/D-8

2,339#RTU/D-2

768#RTU/D-3

101#HP-D13

972#RTU/D-4

100#HP/D-7

1-

2-1

-

1-

1-

2S-301

2S-301TYP. TYP.

50'-0

" RIDGE RIDGE

15'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 15'-0" 16'-0" 16'-0" 16'-0" 16'-0" 8'-0"

(E) SOLARPANEL

2S-301

TYP.

ABUILDING D ROOF FRAMING PLAN

SCALE : 1/8" = 1'-0"

4-

4-

6- 7

-

10&11-

TYP.3-

10-

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST500#

POWEREXHAUST322#

POWEREXHAUST322#

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

(E)2X14@ 24"

(N)312"X14 1.8E/2400

LVL W/ LUS414 EA.END

(N)4X14 W/LUS414 EA.END

(N)LUS214TYP.

(E)2X14@ 24"TYP.

(N)4X14 W/LUS414 EA.END

(N)4X8 W/A35 EA. END

(N)4X6W/ A35EA. END

(N)312"X14

1.8E/2400 LVLW/ LUS414EA. END

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

(N)4X6 W/A35 EA.END

4X6 BLK'GW/ A35 EA.END, TYP.

(N)2

X6 W

/LU

S EA

. END

POWER EXHAUSTPLAFORM ABOVEROOF SEE 9a

S-302

14S-102

1S-102

17S-301

7S-303

4S-102

16S-301

(E)2X

(E)2X

(E)2X10 @ 24"

4X10 W/LUS410EA. END

4X10 W/ A35EA. END

4X W/ A35 EA.END TYP

4X10 W/ LUS410 EA. END

6X10 W/U610 EA.END

(3)-1/2"Ø LAGSCREWSEACH SIDE

LUS TYP.

4X10 W/ LUS410EA. END

2X6 W/LUS EA.END

6X10 W/U610 EA.END

14S-102

9bS-302

2S-102

7S-303

4S-102

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

POWER EXHAUSTPLAFORM ABOVEROOF SEE

14S-102

8 9 107

N

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

(E) FTG.1'-2"

A

BB

A A

A2'-7" SQ. x12"(E) FTG. TYP.

(E) SP8

(E) S

P7

(E) SP9

(E) S

P7

(E) SP6 (E) SP10

(E) S

P7

(E) S

P7

'SW

' 6'-0

"

'SW

' 6'-0

"

'SW

' 6'-0

"

'SW

' 6'-0

"

'SW' 8'-0"

'SW' 5'-0'SW' 8'-0"

A

(E) 4" CONC. SLAB

4-

5-(E

) FTG

.1'-

4"(E

) FTG

.1'-

4"

(E) FTG.1'-2"

(E) FTG.1'-5"

6-

A

B

7-

(N) HDU5 (N) HDU5

'SW' 4'-0

(N) HDU4(N) HDU4

(N) HDU4

(N) HDU4(N) HDU4

(N) HDU4

A

50'-0

"

15'-0" 16'-0" 16'-0" 16'-0" 16'-0" 8'-0"

(E) F

TG.

1'-2"

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

BBUILDING D PARTIAL FOUNDATION PLAN

SCALE : 1/8" = 1'-0"

9-

TYP.

A

B

(N) SHEAR WALL SCHEDULETYPE PLYWOOD NAILING

SIZENAILING SPACING

BOUN. EDGE FIELDBLK'G. TO TOPPLATE NAILING

ANCHOR BOLT STUD SIZE @PANEL JOINT

SILL

38" STRUCTURAL I

12" STRUCTURAL I

8d

10d

4"

4" 4"

4" 12"

12"

A35 EA.BLOCKING

A35 EA.BLOCKING

58"Øx

THREADED ROD@ 4'-O" O.C.5

8"ØxTHREADED ROD@ 24" O.C.

2x 2x

2x2x

(E) SHEAR WALL SCHEDULE (FIELD VERIFY)

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

PLYWOOD

THICKNESS

REMARKS No. OF SILL

ANCHOR BOLTS

SP6 8'-0 8d @ 4" 2x6

3

8

" LET-IN ON INSIDE 3

SP7 10'-0 8d @ 6" 2x6

3

8

" LET-IN ON INSIDE 3

SP8 4'-0 10d @ 4" 2x6

1

2

" LET-IN ON INSIDE, 3x BLK'G 3

SP9 8'-0 10d @ 4" 2x6

1

2

" LET-IN ON INSIDE, 3x BLK'G 3

SP10 11'-0 8d @ 4" 2x6

3

8

" LET-IN ON INSIDE 3

WALL SECTIONSCALE :1/2" = 1'-0"

4

(E) 2"x12FACIA

(E) 2x10

(E) 2"x4 LOOKOUT@ 24" O.C. (E) 8d @ 6"

(E) SHAPED 4x10 W/COUNTERSUNK BOLTS(E) TSG BEYOND

(E) (4)-5 8"Ø x12"@ 24" O.C.

(E) 2x6(E) 2x4 BLK'G

(E) 1" STRAIGHT T&G

(E) 2" STRAIGHT T&G

(E) 3x6 CONT. LEDGER (2)-20dSTRONGHOLD PER STUD

(N) PLYWOODSHEAR WALL

(E) 2x BLK'G

(E) 2x6 @ 16" O.C.

(E) 2x6 MUDSILL W/ 5 8"Ø A.B.@ 4'-0" OVER 1" DRYPACK

(E) 4" SLAB

2'-0"

WALL SECTIONSCALE :1/2" = 1'-0"

5

(N) HD W/ 5 8"ØTHREADED ROD

(E) 4" SLABBA

LANC

EOF

DET

AIL

SEE

4/- W

/OCA

NOPY

6"

3'-0"

MIN

. @EX

POSE

DGR

ADE

(E) 2x6 @ 16" O.C.

1'-2"

8"

SIMPSON SET-XPW/ 6" EMBEDMENT

6"

(N) PLYWOOD

(E) HORIZ. STEELFIELD LOCATE & DONOT DISTURB

WALL SECTIONSCALE :1/2" = 1'-0"

6

2'-0"

(E) 2x6 MUDSILL W/5

8"Ø A.B. @ 4'-0"OVER 1" DRYPACK

(E) 4" SLAB

(E) 8d @ 6"

MAINTAIN 1" CLEARANCEOUT TO OUT OF FINISHEDSURFACE

(E) 4" SLAB

(E) 2x6 @ 16" O.C.

(E) (2)-16d/BLK'G

(E) 2x10 BLK'G& 2X4 BLK'G

(E) (2)-2x6 PLATE

(E) PRECAST PANELS

(E) 2" SOLID BLK.W/ (3)-16d/BLK

(E) 3 4"Ø x12" BOLTS@ 4'-0" O.C.

(E) 4x4x14 L @ 4'-0"

O.C. W/ (2)-12"ØBOLTS TO RAFTER

(E) 2x6 CONT. PLATEON 1" DRYPACK

WALL SECTIONSCALE :1/2" = 1'-0"

7

(E) 2x6 MUDSILL W/5

8"Ø A.B. @ 4'-0"OVER 1" DRYPACK

(E) 4" SLAB

6"

3'-0"

MIN

. @EX

POSE

DGR

ADE

(E) 2x6 @16" O.C.

1'-2"

8"

(E) 8d @ 6"

(E) (2)-16d/BLK'G

(E) 2x10 BLK'G& 2x6 BLK'G

(E) (2)-2x6 PLATE

(E) 2x10 RAFTERS

(N) PLYWOOD

(N) PLYWOOD

5-

NEW HD. DETAILSCALE :1/2" = 1'-0"

8

(N) HD

(N) 4" SLAB

6"

1'-2"

8"

THREADED RODW/ SET-3G EPOXYGROUT

DETAIL AT END OF (E) LET-IN SHEAR WALL FOR (N) PLYWOODSCALE :1/2" = 1'-0"

9

(N) PLYWOOD SHEATHING(E) PLYWOOD

(N) 2x STUD W/ SDS25300@ 6" O.C. STAGGERED

B.N.

(E) 2x STUD

912" 101

2"

1'-01 2"

JAMB STUDS (2)-2x OR4x

(E) GRADE

(E) FTG.

CONC. REINF. BOTHSIDES AT NEW HOLDDOWN ANCHOR

3'-0"

MIN

. @EX

POSE

D GR

ADE

(N) HD ANCHOROFFSET TOAVOID CUTTING(E) HORIZ. BARS

(E) 6" STEMWALL

SET-XP (3)-#4 VERTICALEA. SIDE

"U" TIES BOTHSIDES @ 4" O.C.

PLAN ELEV.

712"

2'-0"

(E) HORIZ. BARSFIELD LOCATE,DO NOT DISTURB

#4 DOWEL @ 12"O.C. FOUR SIDES

(E) 6" STEM WALL

SIMPSON SET-XP

6"

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SD-201 Bldg. D Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 4:48pm Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "D" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SD-201

KEY PLAN

32

B

D

1

C

A

1" / 1'-0"1" / 1'-0"

1" / 1'-0"1" / 1'-0"

1" / 1'-0"1" / 1'-0"

N

(E) 18WF50

15'-1

0"

(E) 18WF50

(E)

2x10

24"

O.C

.(E

) 2x

10 2

4" O

.C.

(E)

2x10

24"

O.C

.

(E)

2x10

24"

O.C

.(E

) 2x

10 2

4" O

.C.

(E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E)

2x10

24" O

.C.

972#RTU/F-1

768#RTU/F-2

675#RTU/F-3

150#HP/F-15

100#HP/F-1A

1-

2-

3-

8S-301

8S-301

6S-301

4S-301

3S-301

5S-301

20'-6

"

17'-712"

10'-3

1 4"18

'-0"

16'-8

"

42'-0"

41'-6" 42'-0"

41'-6"

ABUILDING F ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

4-

5-

5-100#

HP/F-5

31'-3

1 4"17

'-6"

POWEREXHAUST322#

POWEREXHAUST322# POWER

EXHAUST322#

RTU F-2 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

RTU F-1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

RTU F-3 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

2

3

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

4

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

5

6X10 W/U610 EA.END

(E)2

X10 @

24"

(E)2X10

2X6 W/HU EA.END

4X10 W/LUS410 EA.END TYP

(N)4X10W/ LUS410EA. END

3X10 W/LUS310EA. END

(N)4X10W/ LUS410EA. END

(E)2X10 @ 24" TYP.

(N)4X10 W/LUS410 EA. END

(N) LUS210TYP.

4X10 W/LUS410EA. END

4X10 W/LUS410 EA.END TYP

46X10 W/LUS410EA. END

(E)2

X10 @

24"

(E)2X10

2X6 W/ HUEA. END

4X10 W/LUS410 EA.END TYP

4X10 W/LUS410EA. END

14S-102

2S-102

7S-303

2S-1024

S-102

2S-102

7S-303

4S-102

2S-102

14S-102

1S-102

9aS-302

2S-102

7S-303

4S-102

14S-102

4X10 W/LUS410 EA.END TYP

POWER EXHAUSTPLAFORM ABOVEROOF SEE

9aS-302

POWER EXHAUSTPLAFORM ABOVEROOF SEE

9aS-302

POWER EXHAUSTPLAFORM ABOVEROOF SEE

HP PLATFORM FRAMING

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW A35 EA.

CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)2X

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

(N)4X6 W/A35 EA. END

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SF-201 Bldg. F Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 8:21am Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "F" ROOF

FRAMING PLAN

SF-201

KEY PLAN

N

1 2 5 6 7 843

3" / 1'-0"

3" / 1'-0" (E

) TRU

SS R

AFTE

R 24

" O.C

. TYP

.

719#RTU/G-2719#

RTU/G-1

719#RTU/G-3

719#RTU/G-4

719#RTU/G-5 719#

RTU/G-6

1- TYP.

2&5S-303

3&4S-303

(E) SOLARPANEL TYP.

RIDGE

28'-0" 28'-0" 36'-0" 12'-0" 28'-0" 32'-0" 32'-0"

A

B

30'-0

"

120#HP/G-7 6

-

ABUILDING G ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322# POWER

EXHAUST322#

POWEREXHAUST322#

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

6

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

HSS6X3X316

(E) T

RUSS

RAF

TER

@ 24

(E) TRUSSRAFTER

4X6 W/A35 EA.END

(N)4X6W/ A35EA. END

(N)4X14W/ LUS414EA. END

14S-102

9aS-302

1S-303

5S-303

6S-303 4

S-102

4x

2x

2x

4x

4xSEE

POWER EXHAUSTERPLAFORM ABOVEROOF SEE

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

PF

1 2 5

A

B

6 7 843

3'-6"

(E) (2)L212"x21

2"x14"

COL. W/ ADDED(N) HSS5x2 x1

4 (TYP.6 LOCATIONS)

(E) L2"x2"x516" COL. W/

ADDED (N) L2x2x516

(TYP. 6 LOCATIONS)

N

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

(E) FTG.1'-2"

(E) FTG.1'-2"

3'-10

"TY

P.

30'-0

"

28'-0" 28'-0" 36'-0" 12'-0" 28'-0" 32'-0" 32'-0"

2-

WALLELEV.

2-

WALLELEV.

2-

WALLELEV.

2-

WALLELEV.

2-

WALLELEV.

2-

WALLELEV.

BBUILDING G FOUNDATION PLAN

SCALE :1/8" = 1'-0"

3'-6"

3'-10

"3'-

10"

(E) L2"x2"x516"

BRACE W/ ADDED(N) L2x2x5

16 TYP.

(E) (2)-L212"x21

2"x14"

+(N)HSS5x2x14 +(N)3x6

W/ 30d @ 12" ADDED

(E) 1"ØBARS

(E)FTG.

2'-0"

8"8"

112"

3"

4-

112"

4"31 2"

6"

(E) 5 16"

5-

3-

SHEAR WALL ELEVATION

SCALE : 3/4" = 1'-0"

2

TYPFORWEB

316 2

316 2-45

16 2-4

TYPFORWEB

3"14

(E) (2)-L212"x21

2"x14"

(N) L2x2x516 DIAG.

(N) HSS2x5x14

(E) L2"x2"x516" DIAG.

(N) 3x6 NAILER

(N) HSS2x5x14

(E) 5"x38"x51

2"BASE

(E) (2)-L212"x21

2"x14"

(N) 3x6NAILER

(E) 3 8

(N) 12"Ø THRUBOLTS TO MATCHEXISTING

(N) 5 16 # BASEAND DIAG. CONN.

3

4

5

(N) 512"x20 GA.

(220S162-33) @ 16"O.C. ABOVE &BELOW DIAG.

(N) 5 16x112x11

2 STITCHPLATE @ 24" O.C.

(2)-#12 SCREWSTRACK TOPLATE/ANGLE@ 16" O.C.

(N) L2x2x516 DIAG. (E) L2"x2"x5

16" DIAG.

58Ø STUD BOLT

@ 24" O.C. STSK

SLOT HSS AT (E) PLATE

T&B 4

1-12

SLOT HSS AT(E) PLATE

58Ø STUD

BOLT @ 24"O.C. STSK

REPLACE (E) WOODSTUD W/ (N) 20 GA.METAL STUDS

316

1 4"

316

14" x41

2"x2" @ 16" O.C.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SG-201 Bldg. G Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 2:16pm Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "G" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SG-201

KEY PLAN

N

1

A

B

(E) T

RUSS

RAF

TER

24" O

.C. T

YP.

2 5 6 7 843 9

719#RTU/H-3

719#RTU/H-4

719#RTU/H-1

719#RTU/H-2

719#RTU/H-5

101#HP/H-12130#

HP/H-7

1SH-201 TYP.

2&5S-303

3&4S-303

30'-0

" RIDGE

(E) SOLARPANEL TYP.

ABUILDING H ROOF FRAMING PLAN

SCALE: 1/8" = 1'-0"

32'-0" 32'-0" 32'-0" 31'-778" 28'-41

8" 9'-3" 10'-558" 20'-33

8"

2SH-201 TYP.

POWEREXHAUST322# POWER

EXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

HSS6X3X316

(E) T

RUSS

RAF

TER

@ 24

(E) TRUSSRAFTER

4X6 W/A35 EA.END

(N)4X6W/ A35EA. END

(N)4X14W/ LUS414EA. END

14S-102

9aS-302

1S-303

5S-303

6S-303 4

S-102

4x

2x

2x

4x

4xSEE

POWER EXHAUSTERPLAFORM ABOVEROOF SEE

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

1

A

B

2 5 6 7 843 9

N

(E) FTG.1'-2"

(E) L2"x2"x516" COL. W/

ADDED (N) L2x2x516

(TYP. 6 LOCATIONS)

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

(E) FTG.1'-2"

3'-10

"TY

P.

30'-0

"

WALLELEV.

WALLELEV.

2SG-201

WALLELEV.

WALLELEV.

WALLELEV.

WALLELEV.

(E) (2)L212"x21

2"x14"

COL. W/ ADDED(N) HSS5x2 x1

4 (TYP.6 LOCATIONS)

2SG-201

2SG-201

2SG-201

2SG-201

2SG-201

BBUILDING H FOUNDATION PLAN

SCALE: 1/8" = 1'-0"

32'-0" 32'-0" 32'-0" 31'-778" 28'-41

8" 9'-3" 10'-558" 20'-33

8"

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SH-201 Bldg. H Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 5:26pm Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "H" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SH-201

KEY PLAN

2 5 6 7 843

A

B

1 9 10

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) T

SG @

16'-0

" O.C

.

(E) 2x10 24" O.C.(E) 2x10 24" O.C.(E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C. (E) 2x10 24" O.C.

675#RTU/I-5

3,097#RTU/I-1

675#RTU/I-2

768#RTU/I-4

105#HP/I-13

100#HP/I-12

105#HP/I-18

2SI-201

1SI-201

1SI-201

1SI-201

2S-301

2S-301

TYP.

16'-0"15'-0" 16'-0" 16'-0" 16'-0" 16'-0" 15'-0" 16'-0" 16'-0" 16'-0"16'-0"

RIDGE

(E) SOLARPANEL TYP.

N

49'-1

0"

ABUILDING I ROOF FRAMING PLAN

SCALE: 1/8" = 1'-0"

3-

3-

3-

POWEREXHAUST911#

POWEREXHAUST322#

POWEREXHAUST322#

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

1

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

(N)4X6 W/A35 EA.END

4X6 BLK'GW/ A35 EA.END, TYP. 16

S-301

(E)2X

(E)2X

(E) 2X10 @ 24"

4X10 W/ LUS410 EA. ENDTYP.

3X10 W/LUS310EA. END

4X6 W/ A35 EA.END TYP

(3)-1/2"Ø LAGSCREWS EACHSIDE

LUS210 TYP.

2X10 W/ LUS210EA. END

4X10 W/LUS410EA. END

4X10 W/ LUS410 EA. END

4X10 W/ LUS EA.END210 TYP.

7S-303

1S-102

7S-303

2S-102

POWER EXHAUSTERPLAFORM ABOVEROOF SEE 9c

S-302

14S-102

4S-102

4X10 W/ LUS410EA. END

(E)2X10 @ 24"

(E)2X102X6 W/ LUS

EA. END

4X10 W/LUS410EA. ENDTYP

LUS210 TYP.

4X6 BLKGW/ A35EA. END

9aS-302

14S-102

1S-102

2S-102

7S-303

4S-102

2X6 W/ LUSEA. END

POWER EXHAUSTERPLAFORM ABOVEROOF SEE

7 8

A

B

9 10

16'-0" 16'-0" 16'-0"16'-0"36'-4"

49'-1

0"

N

(E) F

TG.

1'-4"

A

'SW

' 4'-0

"(E

) SP4

'SW' 12'-0"(E) SP5

A

(E) SP5'SW' 16'-0"

A

(E) SP5 'SW' 12'-0"

'SW

' 4'-0

"(E

) SP4

(E) SP5'SW' 12'-0"

A

'SW

' 4'-0

"(E

) SP4

'SW

' 4'-0

"(E

) SP42'-7" SQ. x12"

(E) FTG. TYP.

(E) 4" CONC. SLAB

(E) FTG.1'-2"

(E) FTG.1'-5"

2'-7" SQ. x12"(E) FTG. TYP.

4SD-201

5SD-201

6SD-201

7SD-201

SIM. W/ SHEARPLYWD BOTH SIDES

BB

(N) HDU4SEE 8

SD-201 TYP

(N) HDU2SEE 8

SD-201 TYP

(N) HDU2

(N) HDU2

(N) HDU2

(N) HDU4(N) HDU4

(N) HDU4

BBUILDING I FOUNDATION PLAN

SCALE: 1/8" = 1'-0"

27'-9"

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C.

ADD 8d @ 12"O.C. TO REDUCENAILING TO 3"O.C. (N) HDU2

BB

9SD-201

TYP

A

B

(N) SHEAR WALL SCHEDULE

TYPE PLYWOOD

NAILING

SIZE

NAILING SPACING

BOUN. EDGE FIELD

BLK'G. TO TOP

PLATE NAILING

ANCHOR

BOLT

STUD SIZE @

PANEL JOINT

SILL

12" STRUCTURAL I

12" STRUCTURAL I

8d

8d

6"

4" 4"

6" 12"

12"

A35 EA. BLOCKING

2-A35 EA. BLOCK

58"Øx THREADED

ROD @ 4'-O" O.C.

58"Øx THREADED

ROD @ 32" O.C.

2x 2x

4x3x

(E) SHEAR WALL SCHEDULE

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

PLYWOOD

THICKNESS

REMARKS No. OF SILL

ANCHOR BOLTS

SP4 8'-0 8d @ 6" 2x6

3

8

" LET-IN ON INSIDE 3

SP5 4'-0 8d @ 4" 2x6

3

8

" LET-IN BOTH SIDES 2

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SI-201 Bldg. I Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 4:48pm Last Printed By: HS - Jul 22, 2020, 11:58am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "I" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SI-201

KEY PLAN

N

A

B

2 5 6 743 8

(E) T

RUSS

RAF

TER

24" O

.C. T

YP.

1

972#RTU/J-1

972#RTU/J-3120#

HP/J-7

2&5S-303

3&4S-303

1-TYP.

RIDGE

30'-0

"

(E) SOLARPANEL TYP.

ABUILDING J ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

2-

13'-9"2'-6"

15'-9" 48'-0" 24'-0" 48'-0" 40'-0"

100#HP/J-1

100#HP/J-2972#

RTU/J-2

3-

3-

100#HP/J-33

-

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HSS6X3X316

(E) T

RUSS

RAF

TER

@ 24

(E) TRUSSRAFTER

4X6 W/ A35EA. END

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

HP PLATFORM FRAMING

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)TRUSS

4X6 BLK'G W/A35 EA. END,TYP.

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E) TRUSS(N)4X6 W/A35 EA. END

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

16S-301

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

N

A

B

2 5 6 743 81

(E) (2)L212"x21

2"x14" COL. W/ ADDED

(N) HSS5x2 x14 (TYP. 6 LOCATIONS)

(E) L2"x2"x516" COL. W/ ADDED

(N) L2x2x516 (TYP. 6 LOCATIONS)

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

(E) FTG.1'-2"

SG-201D SIM.

TYP.

(E) FTG.1'-2"

(E) FTG.1'-2"

WALLELEV.

WALLELEV.

2SG-201

WALLELEV.

WALLELEV.

WALLELEV.

WALLELEV.

2SG-201

2SG-201

2SG-201

2SG-201

2SG-201

BBUILDING J FOUNDATION PLAN

SCALE :1/8" = 1'-0"

13'-9"2'-6"

15'-9" 48'-0" 24'-0" 48'-0" 40'-0"

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SJ-201 Bldg. J Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 5:26pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "J" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SJ-201

KEY PLAN

N

2 5 6 7 843 9

A

B

1

(E) T

RUSS

RAF

TER

24" O

.C. T

YP.

972#RTU/K-4

719-#RTU/K-3

972#RTU/K-2

972#RTU/K-1 1

-

2&5S-303

3&4S-303

RIDGE

30'-0

"

3" / 1'-0"

(E) SOLARPANEL TYP.

ABUILDING K ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

13'-9"2'-6"

15'-9" 40'-0" 8'-0" 32'-0" 40'-0" 40'-0"

100#HP/K-4

100#HP/K-1

2-

1-

3-

2-

3-

POWEREXHAUST322#

100#HP/K-23

-

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3 RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

HSS6X3X316

(E) T

RUSS

RAF

TER

@ 24

(E) TRUSSRAFTER

4X6 W/ A35EA. END

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

HP PLATFORM FRAMING

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E) TRUSS(N)4X6 W/A35 EA. END

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

(E) T

RUSS

RAF

TER

@ 24

HSS6X3X316

(E) TRUSS RAFTER

4X6 W/A35 EA.END

(N)4X6W/ A35EA. END

(N)4X14 W/LUS414 EA.END

14S-102

9aS-302

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

POWER EXHAUSTPLAFORM ABOVEROOF SEE

(E) T

RUSS

RAF

TER

@ 24

2 5 6 7 843 9

A

B

1

30'-0

"

N

112'-3"

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

(E) FTG.1'-2"

(E) FTG.1'-2"

(E) FTG.1'-2"

(E) (2)L212"x21

2"x14" COL. W/ ADDED

(N) HSS5x2 x14 (TYP. 6 LOCATIONS)

(E) L2"x2"x516" COL. W/ ADDED

(N) L2x2x516 (TYP. 6 LOCATIONS)

80'-3"

WALLELEV.

WALLELEV.

2SG-201

WALLELEV.

WALLELEV.

WALLELEV.

WALLELEV.

2SG-201

2SG-201

2SG-201

2SG-201

2SG-201

BBUILDING K FOUNDATION PLAN

SCALE :1/8" = 1'-0"

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SK-201 Bldg. K Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 5:27pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "K" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SK-201

KEY PLAN

N

A

B

C

21 543 6 7 8

(E) 2

x14

24" O

.C.

(E) 2

x14

24" O

.C.

719#RTU/L-1

972#RTU/L-12

719#RTU/L-2

719#RTU/L-11

719#RTU/L-3

719#RTU/L-4

719#RTU/L-10

719#RTU/L-9

719#RTU/L-5

719#RTU/L-6

1041#RTU/L-8

719#RTU/L-71

SL-201TYP.

1S-301

1S-301

27'-8

"27

'-8"

(E) SOLARPANEL TYP.

(E) SOLARPANEL TYP.

ABUILDING L ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

8'-3" 31'-9" 32'-0" 32'-0" 32'-3" 32'-3" 31'-10"

100#HP/L-12 2

-

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

(E)2X14@ 24"

(N)312"X14 1.8E/2400

LVL W/ LUS414 EA.END

(N)4X14 W/LUS414 EA.END

(N)LUS214TYP.

(E)2X14 @24" TYP.

(N)4X14 W/LUS414 EA. END

(N)4X8 W/A35 EA. END

EQ

(N)4X6 W/ A35 EA.END

(N)312"X14

1.8E/2400 LVL W/LUS414 EA. END

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)2X(N)4X6 W/A35 EA. END

4X6 BLK'G W/A35 EA. END,TYP.

(N)2

X6 W

/LU

S EA

. END

EQ

POWER EXHAUSTPLAFORM ABOVEROOF SEE 9a

S-302

14S-102

1S-102

17S-301

7S-303

4S-102

16S-301

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SL-201 Bldg. L Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 6:24pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "L" ROOF

FRAMING PLAN

SL-201

KEY PLAN

N

A

B

(E) T

RUSS

RAF

TER

24" O

.C. T

YP.719#

RTU/M-1719#

RTU/M-2972#

RTU/M-3

972#RTU/M-4 972#

RTU/M-5

100#HP/M-6

2&5S-303

3&4S-303

RIDGE

(E) SOLARPANEL TYP.

2 5 6 7431

30'-0

"

3-

ABUILDING M ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

28'-0" 28'-0" 44'-0" 12'-0" 44'-0" 36'-0"

100#HP/M-54

- 100#HP/M-4 4

-

1-

1-

2-

2-

2-

100#HP/M-3 4

-

105#HP/M-7

4-

POWEREXHAUST322#

POWEREXHAUST322#

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

4

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

HP PLATFORM FRAMING

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)TRUSS

4X6 BLK'G W/A35 EA. END,TYP.

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORMHP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)TRUSS(N)4X6 W/A35 EA. END

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

16S-301

HSS6X3X316

(E) T

RUSS

RAF

TER

@ 24

(E) TRUSSRAFTER

4X6 W/ A35EA. END

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

HSS6X3X316

(E) TRUSS RAFTER

4X6 W/A35 EA.END

(N)4X6W/ A35EA. END

(N)4X14 W/LUS414 EA.END

14S-102

9aS-302

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

POWER EXHAUSTPLAFORM ABOVEROOF SEE

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

N

2 5 6 743

A

B

1

A

(E) SP3 'SW' 4'-0"

2SD-201

A

(E) SP3'SW' 4'-0"

(E) SP3 'SW' 4'-0"(E) SP3'SW' 4'-0" (E) SP3'SW' 4'-0"

(E) SP3'SW' 4'-0"(E) SP3'SW' 4'-0"(E) SP3 'SW' 4'-0"

30'-0

"

2-

TYP.SIM.

A A A

A A A

(N) HDU5

(N) HDU5SEE 8

SD-201 TYP

(N) HDU5

(N) HDU5

(N) HDU5

(N) HDU5

(N) HDU5

BBUILDING M FOUNDATION PLAN

SCALE :1/8" = 1'-0"

2-

TYP.SIM.

2-

TYP.SIM.

2-

TYP.SIM.

2-

TYP.SIM.

2-

TYP.SIM.

2-

TYP.SIM.

2-

TYP.SIM.

28'-0" 28'-0" 44'-0" 12'-0" 44'-0" 36'-0"

4'-3"

2'-0"

@ S

. WAL

L3'-

0" @

N. D

WAL

L

4'-0" (N) SHEAR

58" THREADED

ROD x1212"

EMBEDMENTWITH SET-3G

HDU5

(N) 12" PLYWOOD W/ 10d@ 3" O.C. ALL EDGESAND BOUNDARIES 12"O.C. FIELD.

(E) 4x6 MULLION

(E) 6" WALL BEYONDWHERE OCCURS.

(E) 4

x6

(E) 3

x6

(E) 3

x6

(E) 3

x6

(E) 3

x6

(E) 4

x6

(E) 3

x6

(E) 3x6 SILL

STUDS

(E) OUTLOOKER

(E) TRUSSEDRAFTER

FACE OF (E) STUD& POST(E) 2x10 FASCIA

(E) ANK-R-CAP #6

(E) TRG #1

(E) 2x4 WALLBEYOND (E) 3x6x1'-0" SPACER

(2)-20d TO POST & (2)-20TO STUD SPACER

(E) 6x6 STUB POST

(E) T&G

(E) 14WF34

(E) SPACER

(E) 6x6 POST

(E) PLYWOOD EDGENAILING TO POST &STUB FULL HT.

(E) SPACER REPEAT3'-0" HIGHER

(E) 2'-0" SQ. x12"PAD FTG.

3" CLR.

(E) SA3

(E) CONT. FTG.WALL ELEVATION AT SHEAR WALL

SCALE :1/2" = 1'-0"

2" GAP8

SD-201TYP

2

A

(N) SHEAR WALL SCHEDULE

TYPE PLYWOOD

NAILING

SIZE

NAILING SPACING

BOUN. EDGE FIELD

BLK'G. TO TOP

PLATE NAILING

ANCHOR

BOLT

STUD SIZE @

PANEL JOINT

SILL

12" STRUCTURAL I 10d 3" 3" 12" A35 EA. BLOCKING 2x 2x

(E) SHEAR WALL SCHEDULE

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

PLYWOOD

THICKNESS

REMARKS

No. OF SILL

ANCHOR BOLTS

SP3 4'-0 10d @ 3" 3x6

1

2

" LET-IN ON INSIDE, EXCEPT 2

2 @ EAST WALL, ON FACE

34"Øx THREADED

ROD @ 4'-O" O.C.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SM-201 Bldg. M Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 7:34pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "M" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SM-201

KEY PLAN

N

A

B

21 543 6 7

(E) T

RUSS

RAF

TER

24" O

.C. T

YP.

768#RTU/N-1

150#HP/N-6

768#RTU/N-2

768#RTU/N-3768#

RTU/N-4

768#RTU/N-5

1- TYP.

2&5S-303

3&4S-303

30'-0

"

3" / 1'-0"

RIDGE

(E) SOLARPANEL TYP.

88'-3"

ABUILDING N ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

2-

40'-0" 16'-0" 32'-0" 40'-0" 32'-0" 32'-0"

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

POWEREXHAUST322#

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2 RTU PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)TRUSS

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

HSS6X3X316

(E) TRUSS RAFTER

4X6 W/A35 EA.END

(N)4X6W/ A35EA. END

(N)4X14 W/LUS414 EA.END

14S-102

9aS-302

1S-303

5S-303

4xSEE 6

S-3034

S-102

4x

2x

2x(E

) TRU

SS R

AFTE

R @

24

(E) T

RUSS

RAF

TER

(E) T

RUSS

RAF

TER

POWER EXHAUSTPLAFORM ABOVEROOF SEE

(E) T

RUSS

RAF

TER

@ 24

(E) T

RUSS

RAF

TER

@ 24

A

B

21 543 6 7

30'-0

"

N

88'-3"

(E) (2)L212"x21

2"x14" COL. W/ ADDED

(N) HSS5x2 x14 (TYP. 6 LOCATIONS)

(E) L2"x2"x516" COL. W/ ADDED

(N) L2x2x516 (TYP. 6 LOCATIONS)

(E) FTG.1'-2"

(E) FTG.1'-2"

(E) FTG.1'-2"

(E) F

TG.

1'-2"

(E) F

TG.

1'-2"

104'-3"

WALLELEV.

WALLELEV.

2SG-201

WALLELEV.

WALLELEV.

WALLELEV.

WALLELEV.

2SG-201

2SG-201

2SG-201

2SG-201

2SG-201

BBUILDING N FOUNDATION PLAN

SCALE :1/8" = 1'-0"

40'-0" 16'-0" 32'-0" 40'-0" 32'-0" 32'-0"

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SN-201 Bldg. N Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 7:33pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "N" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SN-201

KEY PLAN

N

2 5 6 743

A

I

1

B

C

D

E

F

G

H

8

7'-2"

64'-6

"7'-

2"

21'-2" 28'-6"

49'-8" 64'-5"

7'-2"

7'-2"

28'-7

1 2"

6'-6"x6'-0"x12"(E) FTG.

(E) FTG.1'-6"

(E) FTG.1'-6"

6'-6"x6'-0"x12"(E) FTG. 4'-6" SQ. x12"

(E) FTG.

4'-6" SQ. x12"(E) FTG.

6'-6"x6'-0"x12"(E) FTG.

6'-0" SQ. x12"(E) FTG.

5'-0" SQ. x12"(E) FTG.

5'-0" SQ. x12"(E) FTG.

4'-0" SQ. x10"(E) FTG.

4'-0" SQ. x10"(E) FTG.

3'-6" SQ. x10"(E) FTG.

(E) FTG.1'-10"x10"

(E) F

TG.

1'-6"

(E) F

TG.

1'-6"

(E) F

TG.

1'-4"

(E) F

TG.

1'-4"

(E) FTG.1'-4"

(E) FTG.1'-4"

'SW

' 28'-

6"

(E) S

HEAR

PAN

EL 28

'-6" S

.P. #

10

A

4-

(N) HDU4

BBUILDING O FOUNDATION PLAN

SCALE :1/8" = 1'-0"

8SD-201

TYP.SIM

3X12 W/LUS312EA. END

(N)4X12W/LUS412EA.END

(E)2X12 @ 16" TYP.(N)4X12W/ LUS412EA. END

(N) LUS212TYP.

(N)2X14 @16 W/ HU214EA. END

2X14 @16" W/HU214EA. END

4X14 W/LUS414EA.END

(E) 2X 14 @ 16"

4X W/ A35EA. ENDTYP

(3)-1/2"Ø LAGSCREWSEACH SIDE

(N) 2X12 W/LUS212 EA.END.

(N)3X14W/ U314EA. END

(N)3X14 W/U314 EA.END

(N)3X14W/ U314EA. END

2S-102

7S-303

9cS-302

14S-102

7S-303

4S-102

9aS-302

2S-102

7S-303

4S-102

2S-102

14S-102

POWEREXHAUSTERPLAFORMABOVE ROOFSEE

RTU O-1A & O-1B PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

(E) 2X 14 @ 16"

RTU O-7 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

POWER EXHAUSTERPLAFORM ABOVEROOF SEE

(E) 2X14 @16"

(E) 2X14 +(E)2X12

(E) 6X14 (N) 4X8 BLKGW/ A35 EA.END

(N) 4X12 W/LUS412 EA.END

U314

LS90 EA.END

14S-301

MAU-O1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

(N)4X6 W/A35 EA.END

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

(E)2X

(E) 2X 14 @ 16"

N

2 5 6 743

A

I

1

B

C

D

E

F

G

H

8

1,606#MAU/O-1

(E) 2x12 16" O.C.

2,751#RTU/O-1A

2,751#RTU/O-1B

972#RTU-O7

1SO-201

2SO-201

3SO-201

10S-301

11S-301

12S-301

9S-301

9S-303

8S-303

(E) 2x12 16" O.C.(E) 2x14 16" O.C.

(E) 6

x14

(E) 6

x14 (E) 10B15

(E) 1

0B15

(E) TSG

(E) TSG

(E) 10B15

(E) 10B15

(E) TSG

7'-2"

64'-6

"7'-

2"

21'-2" 28'-6"

49'-8" 64'-5"

7'-2"

7'-2"

28'-7

1 2"

14S-301

(E) 2x14 16" O.C.

(E) 2

x12

16" O

.C.

(E) 2

x12

16" O

.C.

(E) 2x12 16" O.C.(E) 2x12 16" O.C.

(E) 2x12 16" O.C.(E) 2x12 16" O.C.

(E) 2

x12

16" O

.C.

(E) 2

x12

16" O

.C.

ABUILDING O ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

100#HP/O-08

150#HP/O-02A5

-

105#HP/O-021

150#HP/O-02B

TYP.

(E) TSG

(E) TSG

(E) TSG

POWEREXHAUST322#

POWEREXHAUST911#

POWEREXHAUST911#

12S-303

6'-6"x6'-0"x12"(E) FTG.

TYP.

WALL SECTIONSCALE :1/2" = 1'-0"

4

(E) 2x12 @ 16"

(E) FURRING

(E) 3x6 BLK'G

(N) PLYWOODSHEAR WALL

(E) 2x BLK'G

(E) 2x6 @ 16" O.C.

(E) 3x6 MUDSILLW/ 5 8"Ø A.B. @4'-0" OVER 3/4"DRYPACK(E) 4" SLAB

2'-0"

1'-6"

(E) 16d @ 12" O.C.

(E) E.N. (E) 2x SOLID BLK'G

(E) (2)-2x6 PLATE(E) 2x14 @ 16"

END OF (E) 2x14RAFTERS

(E) PLYWOODSHEAR WALL

10"

A

(N) SHEAR WALL SCHEDULE

TYPE PLYWOOD

NAILING

SIZE

NAILING SPACING

BOUN. EDGE FIELD

BLK'G. TO TOP

PLATE NAILING

ANCHOR

BOLT

STUD SIZE @

PANEL JOINT

SILL

12" STRUCTURAL I 8d 3" 3" 12" A35 EA. BLOCKING

58"Øx THREADED

ROD @ 4'-O" O.C. 2x 2x

(E) SHEAR WALL SCHEDULE

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

PLYWOOD

THICKNESS

REMARKS No. OF SILL

ANCHOR BOLTS

SP10 28'-6" 8d @ 3" 2x6

3

8

" LET-IN ON INSIDE 9

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SO-201 Bldg. O Roof Plans.dwg; Last Saved By: HS - Jul 21, 2020 - 9:04pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "O" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SO-201

KEY PLAN

N

A

B

21 43

C

D

E

(E) 2

x10

24" O

.C.

(E) 2

x10

24" O

.C.

768#RTU-Q13

684#CU-Q2

311#CU-Q3

92#GV-Q1

684#CU-Q1

92#GV-Q2

1-

2-

2-

1S-302

15'-9

"11

'-9"

10'-3

"11

'-3"

(E) 2

x10 @

24" O

.C.

(E) 2

x10 @

24" O

.C.

(E) 2

x10

24" O

.C.

(E) 2

x10

24" O

.C.

(E) 2

x10 @

24" O

.C.

(E) 2

x10 @

24" O

.C.

(E) 2

x10

24" O

.C.

(E) 2

x12 @

24" O

.C.

RIDGE

12'-5" 24'-5" 76'-2"113'-0"

49'-0

"

15S-301

ABUILDING Q ROOF FRAMING PLAN

SCALE : 1/8" = 1'-0"

1S-302

2S-302

15S-301

2-

3-

2-

POWEREXHAUST322#

xx#CP-Q 2

-235#

DOAS-Q1 BELOWROOF

(N)4X6W/A35 EA.END TYP.

UNIT ABOVEPLATFORM

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

UNIT ONSTEELFRAME

(2)-12" X3" LAGSCREW EACHISOLATOR

38" LAG SCREW @ 12"

O.C. (4) EA. LONG SIDE4" PENETRATION TO4X BLOCKING BELOW

(E)2

X10 @

24"

(N)4X10 W/HU EA. END

PLATFORM FRAMING

ISOLATOR

A35 EA.CORNER

2X6 W/ HU EA. END

4"

15S-301

(E)2X10 @ 24"

(N)3X10 W/LUS310 EA.END

(N)4X10 W/LUS410 EA.END

(N)LUS210 TYP.

(N)4X10 W/LUS410 EA.END

(N)4X8 W/LUS48 EA.END

(N)4X6 W/A35 EA. END

(N)3X10 W/LUS310 EA.END

(N

)2X

6 W

/

LU

S E

A. E

ND

9aS-302

14S-102

1S-102

2S-102

7S-303

4S-102

HP PLATFORM

CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

34" PLYWOOD W/

10d @ 6" O.C. ALLEDGES, 6" O.C.FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAGSCREW @ 3"O.C. EACH ENDTO BLKGBELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

RTU Q-13 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

1

POWER EXHAUSTERPLAFORM ABOVEROOF SEE

(E)2

X10 @

24" T

YP.

(E)2

X10 @

24" T

YP.

CU-Q1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SQ-201 Bldg. Q Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 9:28am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "Q" ROOF

FRAMING PLAN

SQ-2.01

KEY PLAN

N

2 43

A

1

B

C

D

E

1,606#MAU-U1

100#HP-U16

120#HP-U16A

123#EF-U1

122#EF-U2

122#EF-U3

122#EF-U4

122#EF-U5

(E) 3x14 24" O.C.

3S-302

1-

66'-0

"28

'-95 8"

13'-0

"31

'-5"

(E) 3x14 24" O.C.

(E) 2x6 24" O.C. (E) 2x6 24" O.C.

50'-0"

(E) 2x6 24" O.C. (E) 2x6 24" O.C.

12'-9" 26'-1034" 10'-41

4"

(E) 2x1024" O.C.

(E) 2x1024" O.C.

(E) 2x1024" O.C.

(E) 2x1024" O.C.

ABUILDING U ROOF FRAMING PLAN

SCALE : 1/8" = 1'-0"

3S-302

2-

2-

3-

TYP.

MAU-U1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

NOTE: 134"x14" 1.8EZ400 VERSA LVL MAY

BE USED TO REPLACE (N) 2x14

1

EF PENETRATION PLAN

SCALE :1/2" = 1'-0"

4x10 BLK'GW/ HU EA.END TYP.15

S-301

3

(E) 3x14+(N) 2x10

(E) 3x14 @ 24 O.C.

(E) 3x14+(N) 2x10

(E) 3x14 @ 24 O.C.

(E) 3X14 @ 24"

(N) 4X14W/ LUSEA. END

(N) 3X14 @24" UNDEREQUIPMENTW/ U314 EA.END

4X8 BLK'G W/A35 EA. ENDTYP.

4X14 BLK'G W/LUS414 EA. ENDTYP.

U314

2S-102

(E) 3X14 @ 24"

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW A35 EA.

CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)3X

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SU-201 Bldg. U Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 9:29am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "U" ROOF

FRAMING PLAN

SU-201

KEY PLAN

N

A

B

21 43

C

D

E

F

G

H

5 6

100#HP/V-8

(E) LAMELLA ROOFFRAMING SEE EXISTING

(E) 1

0WF2

1

(E) 1

0WF2

5

(E) 1

0WF2

5

(E) 1

0WF2

5 (E) 1

0WF2

5

(E) 1

0WF2

1

(E) 3x12 (E) 3x12(E) 3x12

(E) 3x12 (E) 3x12

(E) 3x12 (E) 3x12 (E) 3x12 (E) 3x12 (E) 3x12

100#HP/V-6

719#RTU/V-7

(E) 2x12 @ 16" O.C.

2-

4S-302

3-

19'-9" 10'-3" 10'-3" 19'-9"12'-10"12'-10"

OF BLDG.

..

ABUILDING V ROOF FRAMING PLAN

SCALE : 1/8" = 1'-0"

20'-0"20'-0"

21'-1

0"

POWEREXHAUST322#

(E) 2x12 @ 16" O.C.(E) 2x12 @ 16" O.C. (E) 2x12 @ 16" O.C. (E) 2x12 @ 16" O.C.

11S-303

10S-303

(N) P1000

(N) P1000BRACE

VERTICALDUCT

(N) P1001POST TYP.

(E) CONC.8" WALL

DUCTSUPPORT SEE& MECH'LDWGS. TYP.

EQUIPMENTON GRADE(N) P1000

BRACE

(N) P1000

12S-303

VERTICALDUCT

4X12 W/LUS4314EA. END

(E)2X12 @ 24"

(E)2X12 W/LUS212 TOBLOCKINGTYP.

2X6 W/ LUSEA. END

4X12 W/LUS414 EA.END TYP

4X12 W/ LUS414EA. END"

POWER EXHAUSTERPLAFORM ABOVEROOF SEE 9a

S-302

14S-102

1S-102

7S-303

4S-102

(E)2X12 @ 24"

RTU V-2 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

2HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

3

HP PLATFORM FRAMING

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW

A35 EA.CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)2X

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

N

6

BBUILDING V PARTIAL

FOUNDATION PLAN

SCALE : 1/8" = 1'-0"

4 5

1-

(N) 29'-0"x10'-8"x12"CONC. SLAB

8'-6"

13'-0"

(E) FTG.1'-4"

11'-6

"(E) FTG.1'-9"

(E) FTG.1'-4"

(E) F

TG.

1'-6"

A

B

C

8,755#RTU/V-1

6'-4" MIN.

(N) 9" CONC.SLAB

EDGE OFROOF ABOVE

11S-303

10S-303

(N) P2073SQ W/ (4)-3 4"Ø STAINLESSSTEEL TITEN HD, 51

2" EMBEDMENTTO 9" CONCRETE SLAB TYP.

(N) P1001POST TYP.

(8)-12"Ø STAINLESSSTEEL TITEN HD ATLONG SIDE

AC LOCATION ANDDUCT LAYOUTPER MECH'L

(4)-12"Ø STAINLESSSTEEL TITEN HD ATSHORT SIDE

6" MIN. EDGEDISTANCE TYP.

51 2"

1

12"Ø STAINLESS STEEL

TITEN HD ANCHORBOLT SEE PLAN FORLOCATION

EQUIPMENTBASE CURB

EQUIPMENTPAD SEE PLAN

ANCHORAGE DETAIL4"

6"

1'-0"

#5 @ 12" O.C.EA. WAY TOP &BOTTOM

(N) 9" SLAB WHEREOCCURS

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SV-201 Bldg. V Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 11:35am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "V" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SV-201

KEY PLAN

N

2 43

A

1

B

C

D

E

1,844#MAU-W1

120#HP/W-17A

100#HP/W-17

123#EF/W-1

125#EF/W-2

125#EF/W/3

105#HP/W-5

3S-302

1-

(E) 3x14 24" O.C.

(E) 3x14 24" O.C.

(E) 2x6 24" O.C. (E) 2x6 24" O.C.

(E) 2x6 24" O.C. (E) 2x6 24" O.C.

(E) 2x1024" O.C.

(E) 2x1024" O.C.

(E) 2x1024" O.C.

(E) 2x1024" O.C.

50'-0"

12'-9" 26'-1034" 10'-41

4"

BUILDING W ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

A

2-

2-

2SU-201

45'-2

7 8"13

'-9"

65'-6

1 2"28

'-95 8"

SIM.

122#EF/W-4

120#HP/W-16 2

-

3-

4X8 BLOCKINGW/ A35 EA. ENDTYP.

4X14 BLOCKINGW/ LUS414 EA.END TYP.

U314

MAU-W1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

EF PENETRATION PLAN

SCALE :1/2" = 1'-0"

4x10 BLK'GW/ HU EA.END TYP.15

S-301

3

(E) 3x14+(N) 2x10

(E) 3x14 @ 24 O.C.

(E) 3x14+(N) 2x10

(E) 3x14 @ 24 O.C.

(E) 3X14 @ 24"

(N) 4X14 W/LUS414 EA.END

(N) 3X14 @ 24"O.C. UNDEREQUIPMENTW/ U314 EA.END4X8 BLOCKING

W/ A35 EA. ENDTYP.

4X14 BLOCKINGW/ LUS414 EA.END TYP.

U314

2S-102

(E) 3X14 @ 24"

(E) 3X14 @ 24"

MAU-W1 PENETRATION AND ANCHORAGE PLAN

SCALE :1/2" = 1'-0"

NOTE: 134"x14" 1.8EZ400 VERSA LVL MAY

BE USED TO REPLACE (N) 2x14

1

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

2

HP PLATFORM FRAMING

34" PLYWOOD W/ 10d

@ 6" O.C. ALL EDGES,6" O.C. FIELD

4X SHAPEDAROUND 4 SIDESOF PLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW @EA. LONG SIDE 4"PENETRATION TO 4XBLOCKING BELOW A35 EA.

CORNER

ISOLATOR@ EACHLONG SIDE

HP UNITABOVE

(E)3X

4X6 BLK'G W/A35 EA. END,TYP.

16S-301

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SW-201 Bldg. W Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 9:29am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "W" ROOF

FRAMING PLAN

SW-201

KEY PLAN

N

1 2

A

B

(E) TSG

(E) TSG

(E) TSG

(E) 2

x10

24" O

.C. T

YP.

3,097#RTU-X1 1

-

7S-302

6S-302

17'-6

"

RIDG

E

BUILDING X ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

A

45'-0"

70'-0

"10

'-6"

POWEREXHAUST911#

C

D

E

F

RTU X-1 PENETRATION AND ANCHORAGE PLANSCALE :1/2" = 1'-0" 1

(E) 2

X10 @

24"

4X10 W/LUS410 EA.END

4X10 W/ LUS410EA. END TYP

4X W/ A35 EA.END TYP

(3)-1/2"Ø LAGSCREWSEACH SIDE

LUS TYP.

4X10 W/LUS410 EA.END

4X10 W/LUS410EA. END

7S-303

4S-102

7S-303

POWER EXHAUSTERPLAFORM ABOVEROOF SEE 9c

S-302

14S-102

(E) 2

X10 @

24"

45'-0"

70'-0

"10

'-6"

'SP'

A'S

P' A

SP #5

SP #4

SP #6

SP #3

SP #2

SP #2

SP #7

4SD-201

4SD-201

SIM.

SIM.

N

BUILDING X FOUNDATION PLAN

SCALE :1/8" = 1'-0"

B

1 2

A

B

C

D

E

F

SHEAR WALL SCHEDULE (FIELD VERIFY)

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

REMARKSNo. OF SILL

ANCHOR BOLTS

(E) SP1 8'-9"

3

8

" 8d @ 4" 8d @ 12" 2x6 3 LET-IN EXT FACE

(E) SP 2 8'-9"

3

8

" 8d @ 6" 8d @ 12" 2x6 3 LET-IN EXT FACE

(E) SP 5 8'-9"

3

8

" 10d @ 4" 10d @ 4" 2x6 3 LET-IN EXT FACE

(E) SP 6 8'-9"

3

8

" 10d @ 4" 10d @ 4" 2x6 3 LET-IN EXT FACE

(N) SP A 8'-9"

3

8

" CDX STRUC 1 10d @ 4" 10d @ 12" 2x6 (E) (3)-

5

8

"Ø ON INSIDE OF (E) SHEAR WALL

FIELD

NAILING

PLYWOOD

THICKNESS

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Suite H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SX-201 Bldg. X Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 10:08am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "X" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SX-201

KEY PLAN

N

2

A

1

B

F

(E) TSG

(E) TSG

(E) TSG

(E) TSG

(E) 2

x10

24" O

.C. T

YP.

3,097#RTU-Y1

(E) 6

x10 R

IDGE

1-

7S-302

6S-302

17'-6

"

BUILDING Y ROOF FRAMING PLAN

SCALE :1/8" = 1'-0"

A

45'-0"

70'-0

"10

'-6"

POWEREXHAUST911#

E

D

C

RTU Y-1 PENETRATION AND ANCHORAGE PLANSCALE :1/2" = 1'-0" 1

(E) 2

X10 @

24"

4X10 W/LUS410 EA.END

4X10 W/ LUS410EA. END TYP

4X W/ A35 EA.END TYP

(3)-1/2"Ø LAGSCREWSEACH SIDE

LUS TYP.

4X10 W/LUS410 EA.END

4X10 W/LUS410EA. END

7S-303

4S-102

7S-303

POWER EXHAUSTERPLAFORM ABOVEROOF SEE 9c

S-302

14S-102

(E) 2

X10 @

24"

45'-0"

70'-0

"10

'-6"

SP A

SP A

SP #5

SP #4

SP #6

SP #3

SP #2

SP #2

SP #7

21

4SD-201

4SD-201

SIM.

SIM.

N

BUILDING Y FOUNDATION PLAN

SCALE :1/8" = 1'-0"

B

A

B

F

E

D

C

SHEAR WALL SCHEDULE (FIELD VERIFY)

PANEL

No.

LENGHT

EDGE

NAILING

STUD &

BLK'G

REMARKSNo. OF SILL

ANCHOR BOLTS

(E) SP1 8'-9"

3

8

" 8d @ 4" 8d @ 12" 2x6 3 LET-IN EXT FACE

(E) SP 2 8'-9"

3

8

" 8d @ 6" 8d @ 12" 2x6 3 LET-IN EXT FACE

(E) SP 5 8'-9"

3

8

" 10d @ 4" 10d @ 4" 2x6 3 LET-IN EXT FACE

(E) SP 6 8'-9"

3

8

" 10d @ 4" 10d @ 4" 2x6 3 LET-IN EXT FACE

(N) SP A 8'-9"

3

8

" CDX STRUC 1 10d @ 4" 10d @ 12" 2x6 (E) (3)-

5

8

"Ø ON INSIDE OF (E) SHEAR WALL

FIELD

NAILING

PLYWOOD

THICKNESS

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SY-201 Bldg. Y Roof Plans.dwg; Last Saved By: HS - Jul 22, 2020 - 10:08am Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

BUILDING "Y" ROOF

FRAMING PLAN &

PARTIAL FOUNDATION

PLAN

SY-201

KEY PLAN

2

A B C D E F

1

105#HP/AQ-101

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

2x6 @ 16"O.C. TYP.

N

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C. T

YP.

AQUATIC CENTER ROOF FRAMING PLAN

SCALE :1/4" = 1'-0"

A

1-

22'-0" 28'-8" 18'-8" 28'-8" 28'-8"

30'-0

"

HP PLATFORM CONNECTION TO ROOF PLAN

SCALE :1/2" = 1'-0"

HP PLATFORM FRAMING

1

34" PLYWOOD W/

10d @ 6" O.C.ALL EDGES, 6"O.C. FIELD

4X SHAPEDAROUND 4SIDES OFPLATFORM

HP UNIT

(2)-3 8" LAG SCREW@ 3" O.C. EACH ENDTO BLKG BELOW

(3)-3 8" LAG SCREW@ EA. LONG SIDE4" PENETRATIONTO 4X BLOCKINGBELOW

A35 EA. CORNER

ISOLATOR @EACH LONGSIDE

HP UNITABOVE

(E)2X

4X6 BLK'GW/ A35 EA.END, TYP.

16S-301

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C.

(E) 3

1 8"x19

1 2" GL

B @

48" O

.C.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR SAQ-201 Bldg. A.Ctr Roof Framing Plan.dwg; Last Saved By: HS - Jul 19, 2020 - 10:18pm Last Printed By: HS - Jul 22, 2020, 11:59am;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

KEY PLAN

AQUATIC CENTER

ROOF FRAMING PLAN

SAQ-201

(E) 2x3 CROSS BRIDGINGREMOVED & REPLACEBRACING W/ NCA. BRIDGING

NCA. BRIDGING (3 PLACES)

2'-0"

(N) 134x14" LVL

(N) LUS

(N) LUS

(N) 134x14" LVL

(E) 2x3 STRIPPINGREMOVE FOR (N) RAFTERINSTALLATION REINSTALLTO PATCH EXISTING

OF ROOM

(E) 3-!6d NAILS

(E) E.N.NOTCH LVL RAFTER EA.END FOR FULL BRG.

(E) 12" PLYWOOD ONESIDE 8d @ 4" ALL EDGES

(E) 3x SOLID BLK'GSHAPED A35 EA.BLK TO (2)-2x6

SYMETRICAL ABOUT

BUTT RAFTERS @

EDGE NAILING 8dNAILS @ 6" O.C.

(E) (2)-2x6 CONT. -LAP8'-0" AT JOINT W/ (6)- 3 4"ØM.B. EA. SIDE, @ JOINT

(E) 2x4 CONT. W/(2)- 16d EA. STUD& (1)-A34 EA. JST.

(E) 2x3 STRIPPING@ 12" O.C.

(E) (1)-10d TOENAILOPP. SIDE

(E) 8d @ 4" O.C. EA.SIDE

(E) (3)-1x8 CATWALKCONT.

(E) 3x SOLID BLK'G

(E) 2x4 CLG. JOIST@ 24" O.C.

(E) 1x4 HANGER @ 24"O.C. (3)-8d NAILS EA. END

(E) 12" PLYWOODSHEATHING

1211

2

(E) 8d NAILS @ 6"

(E) (3)-16d NAILS

NOTCH BOTTOM OF LVL@ HANGER(E) (1)-2x6+(1)-4x6 FLATPLATES SPLICE OVERMULLION LAP 8'-0" MIN.@ SPLICES (13)-16dNAILS EA. SIDE OF JOINT

(N) FULL HT. SOLID BLK'GABOVE (E) TOP PLATES

(E) 3 8" PLYW'D SEEARCH'L(E) FASCIAL SEEARCH'L

(E) 2x10 CONT.

(E) 2x10 x16'-0"@ 24" O.C.

8'--6"

4"3"

1RAFTER CONNECTION @ BUILDINGS A, B, C & L

4x BLK'G @ EQUIP. ANCHORAGE4x BLK'G

HVACCONN. PER1/M602

(E) BLK'G

(E) 12" PLYWOOD SCAB x1'-6"(5)-8d NAILS EA. END

CURBHVAC

7S-303

(2) SDS25412 EA. BLK'G

(N) SOLID BLOCKING W/(2)-SDS25300 TO (E) BLK'G

ADD TEMPORARYSHORING BEFORECUTTING (E) RAFTERS

(N) RAFTER(N) 4x10 SHAPED x7'-0" W/#12 TEKS @ 12" O.C.

(N) 4x8 SHAPED x7'-0"W/ #12 TEKS @ 12" O.C.

(E) 18WF50

LUS HANGER EA.(N) RAFTER

21 2"

3"

(E) 14" EA. SIDE(E) 5 8"Ø BOLT

(E) 316"x212" STRAP

(E) (2)-5 8"Ø BOLTS

(E) 2" NET x6" CONT.W/ 12"Ø CARRIAGE BOLTS@ 2'-6" O.C. STAGGERED

316

SYM. ABOUT

916"Ø HOLES

@ 4'-0" O.C.AT ALT SIDES

SYM.

4"3"

(E) STRAP TIE TO (E) WFFOR 2x10 RAFTERS STRAPTIES @ 6'-0" O.C W/ (2)-12"ØBOLTS EA. END

(E) 2x8 BLK'G REMOVE ANDREINSTALL TO MATCH EXISTING

SOLID BLOCKING

(E) 2x8 JOIST

(E) 18WF50

316

(E) HANGER TECO CALTYPE S-5 OR EQUAL.

18

HANGERTO BM

(E) 2" NET x6" CONT. W/1

2"Ø CARRIAGE BOLTS @2'-6" O.C. STAGGERED

3

4

RAFTER CONNECTION @ UNIT F1

RAFTER CONNECTION @ UNIT F2

(E) HANGERTECO CAL TYPES-5 OR EQUAL.

DRILL HOLE AT(E) BOLT HEAD

6x SHAPED BLK'G, 2'-0"LONGER THAN LENGTHOF NEW AC W/ 12" THRUBOLTS STAGGERD TO(E) BEAM WEB

LUS HANGER EA,(N) RAFDTER

(N) RAFTER PERPLAN

(E) 12" PLYWOODSHTG.

3" MIN.

SOLID BLOCKING

(E) BLK'G

(E) TOP PLATE(N) RAFTER

(E) NAILER

5RAFTER CONNECTION @ UNIT F1

(2) SDS25412 EA. BLK'GLUS HANGER

7GYM DUCT HANGER SUPPORT

6"

2"

(E) ROOF SHTG.

(E) 3x14 LAMELLA FRAMING

CABLE HANGER

MECH'L DUCT

(E) 2x10 BLK'G

SOLID BLOCKING

(E) BUTT JOIST 2x10x1'-0"SCAB (4)-16d NAILS

1'-0"

(N) RAFTER(E) 2x4 STUDS @ 16"

(E) 2x4 &4x4 PLATES

8RAFTER CONNECTION @ UNIT F3

LUS HANGER

NOTCH BOTTOM OF (N)RAFTER @ HANGER

(3) 8d EA. BLK'G

(N) LUS(E) 2x10&2x4 BLK'G

(N)RAFTER

(E) 2x10 CONT.

(E) 8d @ 6"

(E) 2x10 @ 24"(E) S.P. 21BEYOND

(E) LAP 8'-0"(20)-16d/LAP

6RAFTER CONNECTION @ UNIT F2

(N) 12" PLYWOOD W/8d @ 6" T & B

(E) 2x SOLID BLK'G

(N)RAFTER

(E) PLYWOOD EDGE NAILINGCHANGE DIRECTION OFPLYWOOD SHEATHING SEEROOF FRAMING PLAN

9RAFTER CONNECTION @ UNIT MAU-O1

(E) 2x12 @ 16"

(E) 12" PLYWOOD SHTG.

END OF (N) 2x14 RAFTERS

(E) 2x14 RAFTERS

(E) (2)-2x6 's CONT.

(E) 16d @ 12" O.C.

FURR TO 10'-6" ATSERVING AREA TO8'-0" AT HANDOUTAREA

(E) 2x6 @ 16" O.C. 3x6@ 4'-0" O.C.

(E) 3x6 BLK'G @ 8'-0 @SHEAR PANELS 2x6 @7'-0" O.C. MAX. TYP. ALLSECTIONS EXCETP ATSHEAR PANELS

LUS HANGER

(2) SDS25412 PERBLK'G

4X BLOCKING

10RAFTER CONNECTION @ UNIT O7

(E) 2x SOLID BLK'G

(N)RAFTER

(E) PLWD.NAILING EDGE

PROVIDE DG. RAFTERTO TOP PLATE

(E) 2x4CONT.

(E) 12" PLYWOOD SHTG.

(E) 2x4BLK'G

(E) 16d /BLK.

(E) (2)-2x6 's CONT.(E) 2x4 @ 16" O.C. OMITAT MECH. ROOM &FACULTY DINING ROOM.FOR HEIGHT OF CEILINGSEE FINISH SCHEDULE

(E) 2x6 @ 16" O.C.

(E) 1x6 HANGER @8'-0" O.C. W/ (3)-8dEA. END.

(E) 3 8" PLYWOOD LET-IN TOSTUDS @ SHEAR PANEL

(E) TYP FASCIA

11RAFTER CONNECTION @ UNIT O4

(E) 2x SOLID BLK'G

(N)RAFTER

(E) PLYWOOD EDGE NAILINGCHANGE DIRECTION OFPLYWOOD SHEATHING SEEROOF FRAMING PLAN

(E) 2x14 @ 16"

(E) 12" PLYWOOD SHTG.

END OF (N) 2x12 RAFTERS

(E) 2x12 RAFTERS(E) (2)-2x6 's CONT.

(E) 16d @ 12" O.C.

(E) 2x6 @ 16" O.C. 3x6@ 4'-0" O.C.

4X BLOCKINGLUS HANGER

(2) SDS25412 PERBLK'G

4X BLOCKING(2) SDS25412

LUS HANGER

(E) 2x BLK'G

LUS (N) RATERTO (E) BLK'G (E) 2x12

16d NAILS@ 12"

1'-6" (4)-16d (E) SCAB(2x10) EA. END

(N) RAFTER

(E) 6x14 BEAM(E) 2x14

(E) EDGENAILING

(E) 2x4

12RAFTER CONNECTION @ UNIT MAU-O1

13

UNIT

14PLATFORM SECTION @ MAU-O1

15PLATFORM SECTION @ CU

38"Ø LAG SCREWS @ 18"

O.C. MAX. 3 MN EA. SIDE

4x CURB ALL AROUND

2x4 @ 16"

(N) RAFTER OR 4XBLK'G

(E) 2x

6" M

IN.

4"

LUS

34" PLYWOOD W/ #4 @ 4"

O.C. EDGES ANDBOUNDARIES 6" O.C. FIELD(E) SHEATHING

(E) 2x14 AND 2x12 FIELDVERIFY AND LOCATE

16PLATFORM SECTION @ HP

38"Ø LAG SCREWS @ 18"

O.C. MAX. 3 MN EA. SIDE

4x CURB ALL AROUND

2x4 @ 16"

(N) RAFTER OR 4xBLK'G

6" M

IN.

4"

LUS

34" PLYWOOD W/ 10d @ 4"

O.C. EDGES ANDBOUNDARIES 6" O.C. FIELD(E) SHEATHING

EQUIPMENT

ISOLATOR PER MECH.

17EQUIPMENT ACHORAGE

(E) RAFTER

(N) LLV

2S-102

UNIT

(E) SHEATHING2

S-102EQUIPMENTCURB

HVAC

(N) LLV

EQUIPMENT ON STEEL FRAME

ISOLATOR PER MECH.

EQUIPMENT ANCHORAGESEE 7/S3.03

316

2

23 4"

4"

RAFTER CONNECTION @ BUILDINGS D & I

NOTE:PROVIDE ONE STRAPAT AT 3" RIDGE

(E) 2x10 @ 24" O.C.NOTE: (2)-2x10 @21

2"x14" BRACE

(E) 2x8 BLK'G W/ 5 8"ØBOLTS @ 4'-0" O.C.

(E) 3x6 CONT. LEDGER W/3

4"Ø BOLTS @ 3'-6" O.C.

(E) 2x6 NAILER W/ 5 8"Ø BOLTS@ 2'-6" O.C. STAGG.

(E) 2"x 316" BENT@ 4'-0" O.C. (2)-12"ØBOLTS EA. END

(E) (2)-12"Ø BOLTS

(E) 212"x1

4" BRACE SEEROOF FRAMING PLANFOR LOCATION(E) (1)-12"ØBOLT(E) 14" EA. SIDE

2"

(N) LUS HANGER

(N) RAFTER NOTCH TOP @BEAM FLANGE

(N) SOLID BLK'G W/ 8D @ 6" T & B

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR S-301 Wall Sections.dwg; Last Saved By: HS - Jul 22, 2020 - 11:24am Last Printed By: HS - Jul 22, 2020, 12:00pm;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

SECTIONS AND

DETAILS

S-301

(N) LUS

(N) RAFTER

(N) RAFTER

(N) LUS HANGER

(N) RAFTER

(N) LUS

(E) 8d @ 6" O.C.

(E)Ta @ 2'-8" O.C(E) 10d @ 6" O.C.

(E) 16d @ 12" O.C.

(E) 2x8 CONT. W/(2)-16d /STUD

(E) SP LET-IN

6RAFTER CONNECTION @ BUILDING X&YSCALE: 12"-1'-0"

(E) HUNGFURRED CLG.

(E) 2x4 @ 16

(E) #4 @ 16(E) #4

(E) 2x10 BLK'G

(E) 2x2 BLK'G(E) 5" CONC. SLAB

1'-6" TYP.1'-6" TYPENTIRE

PERIMETER.(E) #4 @ 12 O.C. E.W.

(E) 12" PLYWOODSHTG.

(E) 2x10 @ 24" O.C. (E) ARCH'L FINISH TOLINE WITH MASONRY

(E) (2)-2x4 'S

(E) 2x4 @ 16"

(E) 3x4 W/ 5 8"ØBOLT @ 4"-0"

(E) 4x6 & 2x6LAP 8'-0" MIN.(18)-16d/LAP

(N) LUS @ (N)JOIST EA. END

(E) 8" BLOCKWAL FILL ALL

CELLS(E) (1)-#5x10'-0"(E) (1)-#5 EA. JAMB

SOLID BLK'G

(E) 2x6 @ 16"

(E) (3)-16d PER BLK'G

(E) 8d NAILS @ 6"

(E) 2x10 BLK'G

(E) 4x6 @ WINDOW

TC.

3'-6"8'-3"7'-8"

(E) 3x10 BLK'G SHAPED

(E) 2x10 @ 24"

(E) 6x14(E) 13"x1

4" \x1-412" BENT

U PLATE W/ (4)-5/8"Ø

(E) 2x4 @ 24"

212"Ø PIPE COL.

(E) 2x4 CONT.

(E) 2x3 HANGER(2)-16d EA. END

(E) 2x4 @ 24"(2)-16d E.A. END

NOTCH RAFTER.

(E) 2x12 @ 24"

(E) 2x8x1'-0" SCAB(3)-16d EA. SIDE

(E) 2x3STRIPPING@ 12"

1

2

RAFTER CONNECTIONSCALE: 12"-1'-0"

(2)-SDS25412 EA.BLK'G

RAFTER CONNECTIONSCALE: 12"-1'-0"

SOLID BLK'G W/(2)-SDS25300 TO (E) BLK'G

NOTCH BOTTOM OF JOIST

SOLID BLOCKING@ (N) JOIST

NOTCH JOIST@ HANGER

SOLID BLK'G W/ (2)-SDS25250 TO (E) BLK'G

(2) SDS25312EA. BLK'G

(N) 4x

(N) RAFTER

(N) LUS HANGERTO (E) BLK'G

(E) 3" Nx8" SOLIDBLK' W/ 5 8"Ø BOLTS@ 4'-0" O.C.

(E) PLWD SHEATH

(E) 2"x18" BENT

@ 4'-0" O.C.

4" MAX.

18 1 @ 2"

DON NOT NAILOVER BEAM.

(E) 2x12 @ 16"O.C. CUT FORFULL BRG. ONBOT. FLG.

(E) 8d @ 6" O.C.

(E) 16d @ 9" O.C. 2x12BLK TO 3"Nx8" BLK.

(E) 2x12SOLID BLKG.EA. SIDE

4RAFTER CONNECTION @ UNIT @ BUILDING V5RAFTER CONNECTION @ UNIT V-1

(N) LUS

SAME AS OPPOSITEEND (E) 2"x10 LOOKOUT

@ 24" O.C.

(E) 2"x12FACIA

(E) 12" PLYWOOD

(E) 1"x3"STRIPPING@ 16" O.C.

(E) 3"x14"RAFTERS@ 24" O.C.

2'-0"

2'-0"

(E) TC TOP & BOTTOMOF EA. 4x6 MULLION

(E) 4x6 MULLION @ 4"-0" O.C. TOP TO SILL

SOLID BLOCKING @ (N) JOIST

(N) LUS EA. JOIST

(E) 2x6 BTWN MULLION

(E) 2x SOLID BKL'GW/ (3)-16d /BLK'G

3RAFTER CONNECTION @ MAU-U1 & MAU-W1

(E) 2x SOLIDBKL'G

SEE ARCH'L

(E) 2"x12FACIA

(E) 2x SOLID BKL'G(E) 2"x10 LOOKOUT@ 24" O.C.

(E) 2x6 & 4x6 TOP W (3)-3 4"ØBOLTS PER MIN. 8'-0" LAP

(E) 2x SHEAR BKL'G W/ (3)-16d/BLK'G TO BLK. & BLK. TO

(E) 2x6 @ 16" O.C.

(E) 4x6 MULLIONS @ 4"-0" O.C.

(E) 3x6 ON DRYPACK W/5

8"Ø BLOTA @ 4'-0" O.C.

L4x312x1

4x0'-9"

(E) 8" WALL

(E) (2)-#5 CONT @ TOP

(E) 2x6 & 4x6 TOP W (3)-3 4"ØBOLTS PER MIN. 8'-0" LAP

(E) 2x6 SILL BTWNMULLIONS

(N) SOLID BLOCKING

(N) 4x

(N) LUS HANGER

(N) JOIST

(2) SDS25312 EA. BLK'G

NOTCH BOTTOM OF JOIST@ HANGER EA. END

(2) SDS25312 EA. BLK'G

(E) BLK'G REMOVE ANDRE-INSTALL TO MATCHEXISTING

(N) RAFTER

(N) LUS EA. RAFTER

(E) TSG

212"

(E) 2x SCAB W/ (5)-16dEA. END

(E) CONT. BKL'G

(E) 6x14x0'-8" @ 4'-0"

O.C (2)- 5 8"Ø BOLTS

(E) 4x10 SHAPED RIDGE

(E) 4x14x1'-0" WELDE TO 6C

(E) 4x14x0'-6" WELDE TO

END OF EA. PIPE (2)-3 4"ØBOLST EA. END

316

14

(E) 3"Ø PIPE OR 'B'

(E) 14" WEB

(E) (2)-14" STIFF@ BOTT. FLG @TSG.

14

7

A

AA-A

RAFTER CONNECTION

SOLID BLOCKING W/(2)-SDS25312

8EQUIPMENT HANGER AND BRACING DETAIL

(E) ROOF ORFLOORSHEATHING

L3x3x316x6" W/

(2)-5 8"Ø THRUBOLTS @ 3" O.C.TO BLOCKINGTYP.THD RODSEE MECH'L

ISOLATORSPER MFG.

(E) TRUSSOR 2x RRSEE PLAN

4x BLK'G W/HU EA. ENDTYP.

WASHERTYP.

WIRE BRACING

2" MAX.

4" MNI.

ANGLE HANGEROR BRACING W/5

8"Ø BOLT TOBLKG

RAFTER ORBLOCKING

a

3-6 TON PLATFORM

8.5 TON PLATFORM

12.5 & 15 TON PLATFORM

ISOLATOR EACHCORNER

ISOLATOR FRAME

(2)-12" Ø x 5" LAGSCREW @ EACHISOLATOR

4x @ PERIMETER W/A35 EACH CORNER

2x4 W/ HU EACH END

2'-1038"±

3'-9"

MIN

.

4'-438"±

4'-4"

MIN

.

6'-214"±

5'-2"

MIN

.

4" MIN.

THIS SIDEFACE UNIT

THIS SIDEFACE UNIT

THIS SIDEFACE UNIT

ISOLATOR EACHCORNERISOLATOR FRAME

(2)-12" Ø x 5" LAGSCREW @ EACHISOLATOR

4x @ PERIMETER W/A35 EACH CORNER

2x4 W/ HUEACH END

4" MIN.

4x @ PERIMETER W/A35 EACH CORNER

2x4 W/ HU EACH END

4" MIN.

ISOLATOR EACHCORNER

ISOLATOR FRAME

(2)-12" Ø x 5" LAGSCREW @ EACHISOLATOR

9

a

b

c

14S-102

14S-102

14S-102

16 GA. CAP SHEET OVER3

4" PLYWOOD W/ 10d @ 6"ALL EDGES

16 GA. CAP SHEET OVER3

4" PLYWOOD W/ 10d @ 6"ALL EDGES

16 GA. CAP SHEETOVER 3 4" PLYWOOD W/10d @ 6" ALL EDGES

(4)-12" Ø x LAGSCREWEA. SIDE 4"EMBEDMENT TO 4xBLK'G MIN.

(3)-12" Ø x LAGSCREWEA. SIDE 4"EMBEDMENT TO 4xBLK'G MIN.

POWER EXHAUSTER PLATFORMSSCALE: 12"-1'-0"

HORIZONTAL DUCT SUPPORTSCALE : 3 4"= 1'-0"

10

(2) 5 8" x 4" LONGKB-TZ WITH 3"EMBEDMENT (TYP)

HSS3x3x316

UNISTRUT P1000

UNISTRUT P1000

4"

11 2" 9"

316

38" PLATE x

HSS3x3x316

FRONT VIEW

NOTES:1. UNISTRUT SHALL BE HOT DIPPED GALVANIZED.2. TORQUE TEST ALL FRICTION BOLTS PER

MANUFACTURER'S RECOMENTDATIONS

SEE

MECH

ANIC

AL

6"MAX.TYP.

FIEL

DVE

RIFY

S.O.G. CONC. PAD

EA.SIDETYP.

UNISTRUTP1000

HSS3

x3x3 16

HSS3

x3x3 16

4'-5" MAX.

HSS3X3X316

6" M

AX.

316

T&B

T&B

14" CAP PLATE

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrov ia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR S-302 Wall Sections.dwg; Last Saved By: HS - Jul 22, 2020 - 11:55am Last Printed By: HS - Jul 22, 2020, 12:00pm;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012

SECTIONS AND

DETAILS

S-302

3x3 NAILER

RETURN DUCT

TAPERED BASE CURB

8d @ 6"

2"

14 GA. U CHANNELW/ #10 SCREWS @12" O.C. STAGGERED

(E) 2x8 TOP CHORD

HSS6x3x316 TRUSS CHORD

(E) 2x6 BOTTOMCHORD

(E) TRUSSRAFTERS@ 24"

1-12

SUPPLY DUCT

3x3 NAILER

HSS6x3x316

(E) 1x6 WHERE OCCURS

1

2

3x3 NAILER

HSS6x3x316

316

3 8"

14" END

(E) 3x6 RIDGE

316

3

3x3 NAILER

HSS6x3x316

(E) SHEATHING

14" 5

8"Ø ROD

TURN BUCKLE@

8d @ 6"4

S-303

(E) WALL(E) 4x6

(E) 2x6

(E) 2x BLK'G

14"

14"

2"

4

(E) HSS6x3TOP CHORD

(2)-SDS 25300

(E) TRUSS@ 24" O.C.

1" 3" 112"

316

58"Ø ROD

(E) TOP CHORD(E) BOTTOM CHORD

(E) 2x4 BKL'G

(E) 2x6 TOP PLATE

(E) 4x6 TOP PLATE

5S-303

SECTION @ BUILDINGS G, H, J, K, M, N & P

7S-303

112"

ENDTO HSS

HSS CONNECTION @ TRUSS RIDGE

HSS CONNECTION @ TRUSS BEARING

HSS CONNECTION BEARING @ WALL

BHSS

SHIM PLYWOODAS REQ'D

A-35 W/ SD9SCREWS TO HSS

(E) 2x

(E) 2x3BRIDGING

(N) 2x SOLID BLK'G LINEUP W/ (E) BRIDGING

(E) SHEATHING(E) 2x3BRIDGING

(E) OR (N) 2x

(E) 2x3BRIDGING

(E) OR (N) 2x

2x3 BRIDGING LINE-UP WITH (E)2x3 CROSS BRIDGING OR FULLHEIGHT 2x BLK'G

6

A

BRIDGING DETAIL @ HSS TRUSS

A-35

BRIDGING CONNECTION

(2)-16d EA. END

1"1"

1"1"

EQ.

EQ.

EQ.

EQ.

I.D.

I.D.

WOOD ATTACHMENT:(REF DOUGLAS FIR)

NUMBER OF 3 4"Øx4" LAG SCREW W/ WASHER

7

CURB

MIN. 4x6 BLK'GW/ "HU" EA. ENDSEE PLAN FOR(E) & (N) JOISTS.

38" LAG SCREW

@ OF CURB

UNIT

TYPICAL PLAN VIEW

TYPICAL UNIT ANCHORAGE SCHEDULE

UNIT3,4,5 T

6 T8.5 T

12.5 T15 T50 T

MAU-U1,MAU-W1,MAU-O1

TOTAL24368080742016

SHORT SIDE46

161612

(4)-12"Ø TITEN HD(4)-3 8"ØX4" LAG

LONG SIDE8

12242425

(6)-12"Ø TITEN HD(4)-3 8"Øx4" LAG

(E) ROOF OR(N) PLATFORM

RAFTER WHEREOCCURS

EQ.

EQ.

EQ.

EQ.

EQ. EQ.

AC CURB

3x NAILER

5

HSS6x3TRUSSCHORD

2'-0"

7S-303

(E) SHEATHING

UNIT CURB CONNECTION @ HSS TRUSS

(N) BLK'G

(N) BLK'G

HVAC1-

2-

(N) 6x12 W/ HUTO NAILER

(E) STEEL BM 10B15

SHAPED 3x12x14" NAILERW/ (4)-#12 TEKS SCREWSTO W10x @ EA. (N) RAFTER

(1)-16d PER HGRTYP.

JOIST HANGERTO STL. BM. 1

8

(E) 3 4" CLR BETWEENSTL BEAM & BOTT. OFPLYWOOD

BENT TOSTL BM

12

18 2-2

(E)BLK'G REMOVE & REINSTALLTO MATCH EXISTING

4" MAX.

4" 2"

(E) BENT 2"x18" @ 4'-0"

O.C. (2)-12'Ø BOLTS EA. END

(N) LUS @ EA. (N) JOIST

(E) STRIPPING 2x3@ 16" O.C.

9RAFTER CONNECTION DETAIL @ MAU-O1

WALL SECTION @ HORIZONTAL DUCT SUPPORTSCALE : 3 4"= 1'-0"

10

(E) 4" SLAB

1'-9"

10"

(E) 10WF

(E) 2x6 SOLID BLK'GW/ 16d @ 6" O.C.

(E) 2"x18" BENT

@ 4'-0" W/ (2)-12"ØBOLTS

(E) 3"Nx8" SOLID BLK'G W/3

4"Ø BOLTS @ 4'-0" O.C.

(E) (3)-3 4"Ø x8"A.B. STAGGER

8" 5"

(E) 8" WALLW/ #4 @ 10"O.C. EA. WAY

9'-6"

(FIE

LD V

ERIF

Y)

(N) UNISTRUT P1000

(N) UNISTRUTP1001

(N) UNISTRUTP2484

(N) P2073SQ W/(4)-3 4"Ø STAINLESSSTEEL TITEN HD,51

2" EMBEDMENTTO 9" CONCRETESLAB

7"MIN.

WALL SECTION @ VERTICAL DUCT SUPPORTSCALE : 3 4"= 1'-0"

11

(E) 4" SLAB

1'-4"

10"

(E) 2x NAILER W/5

8"Ø BOLTS @ 4'-0"

(E) 2x7 N CRIPPLES@ 16" O.C. 1-TC EA.CRIPPLE

(E) 8" WALL W/ #4@ 10" O.C. EA. WAY

6'-53 8" (

FIEL

D VE

RIFY

)

(N) UNISTRUT P1000

(N) UNISTRUT P1001W/ 5 8"Ø BOLT EA. END

(N) UNISTRUT P2484

1'-0"MIN.

(E) 8" CONC. WALLBEYOND

(E) 2x7 CONT.

(E) 2x7 NAILER W/5

8"Ø BOLTS @4'-0" STAGGER

(N) UNISTRUT P1346 W/1

2"Ø STEEL TITEN HD TOWALL

4"

4"EMBEDMENT

(N) P2073SQ W/ (4)-3 4"ØSTAINLESS STEEL TITENHD, 51

2" EMBEDMENT TO9" CONCRETE SLAB

51 2"(N) UNISTRUT P1346W/ 12"Ø STEEL TITENHD TO WALL

(N) UNISTRUT P1000BRACE

(N) P1000

(N) P1000

(N) P1026 TYPICAL

(2)- 14"Ø LAG SCREW @22

2" O.C. 112" EMBEDMENT

TO NAILER

DUCT SUPPORTSEE MECH'L

BASE PLATE W/(2)-#12 SCREW TOSTEEL BEAM BELOW

(N) 4x6 BLK'G

BASE PLATE W/ (2)-3 8"ØLAG SCREWS TO 4xBLK'G BELOW

9" SLAB ON GRADE W/#4 @ 15" O.C. EA. WAYTOP & BOTT.

11S-102

EQUIPMENT PAD

9" SLAB ON GRADE W/#4 @ 15" O.C. EA. WAYTOP & BOTT.

EQUIPMENT PAD

38" SQ.HORIZ.DUCT

6"

DUCT STRAPSEE MECH'L

VERTICAL DUCT

DIAG. BRACINGSSEE MECH'L

3"

(E) BRICK VENEER

(N) P1026 TYPICAL

12-

(E) SHAPED 2x &3x18x14" NAILER W/(4)-#12 TEKS SCREWSTO TSG @ EA. (N) 6x

(E) TSG W/ 5 8"x11"FLANGES

4"

(E) CONT. NAILER FROM 6x6W/ 3 4"Ø BOLTS @ 4'-0" O.C.STAGGER BOLTS CSK HEADS

(E) PLYWOOD EDGE NAILS

(E) CONT. 2x NAILER W/1

2"Ø C.B. @ 6'-0" O.C. EA.SIDE STAGGER

(E) BENT 2"x18" @ 4'-0"

O.C. (2)-12'Ø BOLTS EA. END

8RAFTER CONNECTION DETAIL @ MAU-O1

(E) STRIPPING 2x3@ 16" O.C.

(E) STD JOIST HGRSFROM 2"x 18"

4" MAX.

4" 2"

SOLIDD BLK'G W/(4)-SDS25300 TO(E) BLK'G

LUS @ EA. (N) JOIST

(N) RAFTER, NOTCH@ JOIST BEARING

DUCT SUPPORTSEE MECH'LDETAILS1, 4 & 5 /M-612

(N) 4x6 BLK'G

BASE PLATE W/(2)-3 8"Ø LAGSCREWS TO 4xBLK'G BELOW

DIAG. BRACINGSSEE MECH'LDETAILS1, 4 & 5 /M-612

3"

METAL STRAP SEEMECH'L DETAILS1, 4 & 5 /M-612

12

316

DUCT

SEE

MECH

'L

(E) 2x RAFTER

SECTIONS AND

DETAILS

S-303

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LIN & WU ENGINEERING

L 911 South Primrose Ave. , Sui te H, Monrovia , CA 91016

TEL (626) 256-6688 FAX (626) 256-6699W CONSULTING STRUCTURAL ENGINEERS

THIS DOCUMENT WHICH INCORPORATES THE DESIGN CONCEPTS, DRAWINGS,SPECIFICATIONS AND WRITTEN MATERIAL CONTAINED HEREIN, AS AN INSTRUMENT OFSERVICE, IS THE PROPERTY OF LIN & WU ENGINEERING AND CANNOT BE COPIED OR USEDIN WHOLE OR IN PART FOR ANY BUT ITS ORIGINAL PURPOSE, WITHOUT THE WRITTENAUTHORIZATION OF LIN & WU ENGINEERING.

IT SHALL BE THE RESPONSIBLITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORSTO CROSS-CHECK DIMENSIONS SHOWN ON THESE STRUCTURAL DRAWINGS WITHCOMPARABLE DIMENSIONS SHOWN ON ARCHITECTURAL AND MECHANICAL-ELECTRICALDRAWINGS. CLARIFICATION OF ANY CONFLICTS FOUND SHALL BE REQUESTED PRIOR TOCONSTRUCTION. CRITICAL DIMENSIONS TO BE CROSS-CHECKED SHALL INCLUDE BASICHORIZONTAL AND VERTICAL BUILDING DIMENSIONS, LOCATION OF OPENINGS IN FLOORS,ROOFS AND WALLS.

NOTE FOR STRUCTURAL DRAWINGS

J.Y.

W.L.

LW19-24

Date

Job No.

Drawn by

Date

These plans & the specifications in connection therewith have beenprepared for a specific site. Any and all responsibility for their usein whole or in part on any other site is hereby disclaimed byFlewelling & Moody.

All dimensions must be checked at the job by the contractor whoaccepts full responsibility for their accuracy under the contract.

Revisions

Checked by

No. Description

ARCHITECT

CONSULTANT

A B C D E

1

2

4

5

3

F

ANTELOPE VALLEY OFFICE:

1035 West Lancaster BoulevardLancaster, California 93534

661.949.0771E-Mail: fm-lancaster@flewelling-moody.com

HEADQUARTERS OFFICE:

C:\Users\Public\Office Work\F&M\LW19-24 Adolfo Camarillo HS HVac Replacement\1924ACHSHR S-303 Wall Sections.dwg; Last Saved By: HS - Jul 22, 2020 - 11:39am Last Printed By: HS - Jul 22, 2020, 12:00pm;

815 Colorado Blvd, Suite 200Los Angeles, CA 90041

323.543.8300E-Mail: fm-pasadena@flewelling-moody.com

An Employee Owned Corporation

2841.100

08-07-2019

AGENCY

APPL.PTN. 03-12003872546-80

OXNARD UNION HIGH SCHOOL DISTRICT

ADOLFO CAMARILLO HIGH SCHOOL

HVAC REPLACEMENT

4660 MISSION OAKS BLVD.

CAMARILLO, CA 93012