DBC 3 - RIGHT HAND KITCHENdbcstorage.com/lots/DBC-0119-PLAN.pdf · 2018-08-01 · hanger laminated...

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ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OF

JDS CONSULTING & DESIGN.ANY UNAUTHORIZED USE OR

DUPLICATION IS STRICTLYPROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR

CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODS

OR ANY CHANGES TO PLANSMADE IN THE FIELD BY

CONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL

ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED

FOR THE LOT NUMBER ORPROPERTY HEREIN.

JDS CONSULTING & DESIGN, PLLC8600 'D' JERSEY CT

RALEIGH, NC 27617919.480.1075

[email protected]

DBC 3 - RIGHT HAND KITCHEN

DRFT

40 PSF LIVE LOAD30 PSF LIVE LOAD20 PSF LIVE LOAD20 PSF2000 PSF100 MPH EXPOSURE B

CODE:FLOORSSLEEPING AREASROOFUNINHABITABLE ATTICASSUMED SOIL BEARINGWIND

PLAN RELEASE / REVISIONS

ENGINEERING DESIGN LOADS

REV. DATE REVISION DESCRIPTION

2012 NC RESIDENTIAL BUILDING CODE

01/14/2014 INITIAL PRELIMINARY DRAWING JDM

JDS CONSULTING & DESIGN, PLLCENGINEERING, BUILDING DESIGN, & CONSTRUCTIONCONSULTING SERVICES8600 "D" JERSEY COURTRALEIGH, NC 27617FIRM LIC. NO: P-0961;PROJECT REFERENCE: SDH140023

ENGINEERING OF RECORD

ARCH PLAN VERSION

NOTE1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'S SEAL DOES NOT CERTIFY DIMENSIONAL ACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO LIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS, OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATION FROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TO CONSTRUCTION IN ANY DISCREPANCIES ARE NOTED ON THE PLANS.

2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012 EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODE SHALL GOVERN OVER DIMENSIONS.

3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE USE FOR THE LOT OR ADDRESS SPECIFIED ON THE TITLE BLOCK. PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ON SPECIFIC LOT OR ADDRESS TO BE VALID.

STRUCTURAL PLANS FOR:

01/22/2014 INITIAL STRUCTURAL SETUP PLS01/23/2014 STRUCTURAL LAYOUT FROM I-JOISTS PLANS PLS01/28/2014 STRUCTURAL REVIEW WTS02/21/2014 GLAZING CALCULATIONS, BUILDING HEIGHTS NOTED, UPDATED FOUNDATIONS GES /WTS02/26/2014 REVISE ELEVATION FOR SLAB FOUNDATION GES

119 DUNSTAN AVE

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RALEIGH, NC 27617919.480.1075

[email protected]

MATERIALS

1. 1. INTERIOR / TRIMMED FRAMING LUMBER SHALL BE #2 SPRUCE PINE FIR (SPF) WITHTHE FOLLOWING DESIGN PROPERTIES:

Fb = 875 PSI Fv = 70 PSI E = 1.4E6 PSI

2. FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND,CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED #2 SOUTHERN YELLOWPINE (SYP) WITH THE FOLLOWING DESIGN PROPERTIES:


3. LVL STRUCTURAL MEMBERS TO BE LAMINATED VENEER LUMBER WITH THEFOLLOWING MINIMUM DESIGN PROPERTIES:


4. PSL STRUCTURAL MEMBERS TO BE PARALELL STRAND LUMBER WITH THEFOLLOWING MINIMUM DESIGN PROPERTIES:


5. LSL STRUCTURAL MEMBERS TO BE LAMINATED STRAND LUMBER WITH THEFOLLOWING MINIMUM DESIGN PROPERTIES:


6. STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A36. Fy = 50KSI

7. REBAR SHALL BE DEFORMED STEEL CONFORMING TO ASTM A615 GRADE 60.

8. SEE TABLE R602.3(1) FOR STRUCTURAL MEMBER FASTENING REQUIREMENTS.

9. POURED CONCRETE TO BE MINIMUM 3000 PSI AT 28 DAYS. MATERIALS USED TOPRODUCE CONCRETE SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED INACI 318 OR ASTM C 1157.

10. CONCRETE LOCATED PER TABLE R301.2(1) SHALL BE AIR ENTRAINED PER TABLER402.2.

11. MASONRY UNITS SHALL CONFORM TO ACI 530/ASCE 5/TMS 402 AND MORTAR SHALLCOMPLY WITH ASTM C 270.

CONCRETECONTINUOUSDOUBLEDIAMETERDOUBLE JOISTDOUBLE STUD POCKETEACHFLAT PLATEFOOTINGHANGERLAMINATED VENEER LUMBERMANUFACTURERNOT TO SCALEON CENTERPRESSURE TREATEDRAFTER SUPPORTSTUD COLUMNSTUD POCKETTRIPLE JOISTTYPICALUNLESS NOTED OTHERWISEEXTRA JOIST

ABBREVIATIONS

CONCCONTDBLDIAMDJDSPEAFL PTFTGHGRLVLMFTRNTSOCPTRSSCSPTJTYPUNOXJ

ENGINEER GENERAL NOTES

1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'SSEAL DOES NOT CERTIFY DIMENSIONSAL ACCURACY OR ARCHITECTURAL LAYOUTINCLUDING ROOF GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NOLIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS, OR FORCONSTRUCTION METHODS, OR FOR ANY DEVIATION FROM THE PLANS. ENGINEERTO BE NOTIFIED PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES ARE NOTED ONTHE PLANS.

2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALLBE IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE -RESIDENTIAL CODE 2012 EDITION FROM THE 2009 INTERNATIONAL RESIDENTIALCODE (IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODE SHALL GOVERNOVER DIMENSIONS.

3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE TIME USE FOR THE LOT ORADDRESS SPECIFIED ON THE TITLE BLOCK. PLANS MUST HAVE SIGNED SEAL ANDBE CONSTRUCTED ON SPECIFIED LOT OR ADDRESS TO BE VALID.

CONSTRUCTION

1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TOCONSTRUCTION. FURTHERMORE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORCONSTRUCTION MEANS, METHODS, AND SAFETY ON SITE. NOTIFY JDS CONSULTING& DESIGN, PLLC IMMEDIATELY IF DISCREPANCIES ON PLAN EXIST.

2. ALL INTERIOR AND EXTERIOR BEARING HEADERS TO BE MINIMUM (2) 2x6 #2 SPF WITH(1) JACK AND (1) KING STUD AT EACH END U.N.O.

3. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALL BE INSTALLED WITHCONNECTIONS PER MANUFACTURER SPECIFICATIONS.

4. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MIN. BEARING LENGTHOF 3 1/2" AND FULL FLANGE WIDTH. BEAMS MUST BE ATTACHED AT EACH END WITHA MINIMUM OF FOUR 16d NAILS OR TWO 1/2" x 4" LAG SCREWS U.N.O.

5. ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLY AND SHALL BEAR FULLWIDTH ON THE SUPPORTING WALLS OR COLUMNS INDICATED WITH A MINIMUM OFTHREE STUDS U.N.O.

6. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS THROUGH FLOOR LEVELSTO THE FOUNDATION OR TO OTHER STRUCTURAL COMPONENTS.

7. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSS SYSTEMS TO BE PROVIDEDFOR REVIEW AND COORDINATED WITH THE ENGINEER OF RECORD. INSTALLATIONTO BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ROOF TRUSSDRAWINGS TO BE SIGNED AND SEALED BY THE MANUFACTURER AND REVIEWED BYTHE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

8. STEEL FLITCH BEAMS TO BE BOLTED TOGETHER USING (2) ROWS OF 1/2" DIAM.BOLTS (ASTM 307) WITH WASHERS PLACED UNDER THE THREADED END OF THEBOLT. BOLTS TO BE SPACED AT 24" o.c. (MAX), AND STAGGERED TOP AND BOTTOMOF BEAM (2" EDGE DISTANCE), WITH TWO BOLTS TO BE LOCATED AT 6" FROM EACHEND OF FLITCH BEAM.

9. BRICK LINTELS TO BE 3 1/2 x 3 1/2 x 1/4 STEEL ANGLE FOR UP TO 6'-0" SPAN AND 6 x 4x 5/16 STEEL ANGLE FOR SPANS GREATER THAN 6'-0" AND UP TO 10'-0" U.N.O.

10. BRICK LINTELS AT SLOPED AREAS TO BE 4 x 3 1/2 x 1/4 STEEL ANGLE WITH 16d NAILSIN 3/16" HOLES IN 4" ANGLE LEG AT 12" o.c. TO TRIPLE RAFTER. WHEN THE SLOPEEXCEEDS 4:12 A MINIMUM OF 3 x 3 x 1/4 PLATES SHALL BE WELDED AT 24" o.c. ALONGTHE STEEL ANGLE.

11. ATTACH PORCH COLUMNS TO SLAB/FDN WALL USING ABA -OR- ABE SIMPSON POSTBASES TO FIT COLUMN SIZES CALLED ON PLAN -OR- ANY OTHER COLUMNCONNECTION WITH 500# UPLIFT.

11. ATTACH PORCH COLUMNS TO UPPER PORCH BANDS USING AC -OR- BC SIMPSONPOST CAPS TO FIT COLUMN SIZES CALLED ON PLAN -OR- ANY OTHER COLUMNCONNECTION WITH 500# UPLIFT.

12. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BE SIMPSON STRONG-TIE OREQUIV.

LIVE LOAD (PSF) 40 30 20 10 20 40 40 60 50 40 200

DESIGN LOADS

TABLE R301.5DWELLING UNITSSLEEPING ROOMSATTICS WITH STORAGEATTICS WITHOUT STORAGEROOF SNOWSTAIRSDECKSEXTERIOR BALCONIESPASSENGER VEHICLE GARAGESFIRE ESCAPESGUARDRAILS AND HANDRAILS

DEAD LOAD (PSF) 10 10 10 10 10 10 10 10 -- 10 --

TABLE R301.2(4) - DESIGN POSITIVE AND NEGATIVE PRESSURE FOR DOORS AND WINDOWFOR A MEAN ROOF HEIGHT OF 35 FEET OR LESS SHALL BE 25 PSF

TABLE R301.2(2) - COMPONENT AND CLADDING LOADS FOR A BUILDING LOCATED INEXPOSURE B

ROOF VALUES BOTH POSITIVE AND NEGATIVE SHALL BE DESIGNED BASED ON ROOF PITCHES AND MEAN ROOF HEIGHT AS FOLLOWS: MEAN ROOF HEIGHT ROOF PITCH 0-30 FT 35 FT 40 FT 0:12 TO 2.25:12 45.4 PSF 47.7 PSF 49.5 PSF 2.25:12 TO 7:12 34.8 PSF 36.5 PSF 37.9 PSF 7:12 TO 12:12 21.0 PSF 22.1 PSF 22.9 PSF

WALL CLADDING SHALL BE DESIGNED FOR A 24.1 PSF POSITIVE AND NEGATIVE PRESSURE

SITE WORK & FOUNDATION

1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSF. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL BEARING CAPACITY IFUNSATISFACTORY CONDITIONS EXIST AND NOTIFY ENGINEER SO THAT THENECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE.

2. CONCRETE AND MASONRY FOUNDATION WALLS TO BE SELECTED ANDCONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404 OR INACCORDANCE WITH ACI 318, NCMA TR68-A, OR ACI 530/ASCE 5/TMS 402.

3. FOOTINGS, FOUNDATIONS, WALLS, AND SLABS SHALL NOT BE PLACED ON MARINECLAY, PEAT OR ANY OTHER ORGANIC MATERIAL.

4. MASONRY AND POURED CONCRETE WALL REINFORCEMENT TO BE INACCORDANCE WITH TABLES R404.1.1 (1 THROUGH 4) OF THE NORTH CAROLINARESIDENTIAL CODE.

A. PER R404.1.3, TABLES ASSUME THAT WALLS HAVEPERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM.

B. WALL REINFORCING SHALL BE PLACED ACCORDING TOFOOTNOTE (c) OF THE TABLES (REINFORCING IS NOTCENTERED IN WALL).

C. FOUNDATION DRAINS ARE ASSUMED AT ALL WALLS PERR405.

5. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS:FOR MINIMUM STRENGTH:FOOTINGS: 3000 PSI @ 28 DAYSWALLS: 3000 PSI @ 28 DAYSINTERIOR SLAB ON GRADE: 3000 PSI @ 28 DAYSGARAGE SLAB ON GRADE: 3500 PSI @ 28 DAYS (5% AIR-ENTRAINED)EXTERIOR SLAB ON GRADE: 3500 PSI @ 28 DAYS (5% AIR ENTRAINED)

6. ALL CONCRETE SLABS ON GRADE SHALL BE MINIMUM OF 4" THICK ON 6 MILPOLYETHYLENE FILM OR SEALED LAPS SYSTEM WITH 6X6 WWF AT MID SLAB.

7. FILL UNDER SLABS AND FOOTINGS SHALL BE APPROVED BACKFILL MATERIAL AT95% COMPACTION IN 6" LAYERS.

8. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL THE FIRST FLOORSUBFLOOR IS IN PLACE.

9. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS,K SUCHCHANGES SHALL BE MADE AS DIRECTED BY THE GEO-TECHNICAL ENGINEER.

10. REINFORCING STEEL SHALL BE INTERMEDIATED GRADE NEW BILLET DEFORMEDBARS CONFORMING TO ASTM A 615. WELDED WIRE FABRIC SHALL CONFORM TOASTM A-185.

11. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALLTERMINATE IN HOOKS, PLACED TWO (2) INCHES CLEAR FROM OUTER FACE OF THEELEMENT.

12. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL OR APPROVED ENTITYAT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE POUR. NOCONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BYTHE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL.

13. SEE FOUNDATION PLAN, DETAILS AND TYPICAL WALL SECTION FORREINFORCEMENT QUANTITIES AND SIZES.

14. WOOD SILL PLATES TO BE ANCHORED TO THE FOUNDATION WITH 1/2" ANCHORBOLTS WITH MINIMUM 7" EMBEDMENT SPACED A MAXIMUM OF 6'-0" o.c.(3'-0" FORBASEMENT WALLS) AND WITHIN 12" FROM THE ENDS OF EACH PLATE SECTION.INSTALL MIN. (2) ANCHOR BOLTS PER SECTION.

15. THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALL NOT EXCEED TENTIMES THEIR LEAST DIMENSION. UNFILLED HOLLOW PIERS MAY BE USED IF THEUNSUPPORTED HEIGHT IS NOT MORE THAN FOUR TIMES THEIR LEAST DIMENSION.

16. CENTERS OF PIERS TO BEAR IN THE MIDDLE THIRD OF THE FOOTINGS, ANDGIRDERS SHALL CENTER IN THE MIDDLE THIRD OF THE PIERS.

17. ALL FOOTINGS TO HAVE MINIMUM 2" PROJECTION ON EACH SIDE OF FOUNDATIONWALLS.

18. PROTECTIVE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:FOOTING 3"SLAB 3/4"BEAMS & COLUMNS 2"WALLS (INT. FACE) 1"WALLS (EXT. FACE 2"WIRE MESH TO BE PLACED AT MID-DEPTH OF THE SLAB.

19. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIALPRIOR TO THE PLACING OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL BEGIVEN NOTICE FOR THE OBSERVATIONS.

20. USE BRICK PATTERN FORMS ON ALL EXPOSED CONCRETE FOUNDATION WALLS.

MISC. / SPECIAL NOTES SECTION

ROOF TRUSS SYSTEM (IF USED)TRUSS LAYOUT AND PLACEMENT BYMANUFACTURER TO COINCIDE WITHTHE SUPPORT LOCATIONS SHOWN.TRUSS PROFILES SHALL BE SEALED BYTHE TRUSS MANUFACTURER. TRUSSPLANS SHALL BE PROVIDED FORREVIEW AND COORDINATED WITH THEENGINEER OF RECORD AS REQUIREDBY THE BUILDING CODE OFFICIALS.INSTALLATION SHALL BE INACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.

adhered to during the construction.

General Notes and SpecificationsGeneral Notes are acknowledged and shall be

GENERAL NOTES

1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESSOTHERWISE NOTED ON PLANS.

2. ALL WORK INCLUDING ALL STRUCTURAL, HVAC, ELECTRICAL AND OTHER SHALLBE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE ANDLOCAL CODE REGULATIONS.

3. CONTRACTOR TO VERIFY AND COORDINATE ALL THE CONDITIONS ANDDIMENSIONS AT THE SITE BEFORE BEGINNING OF CONSTRUCTION. ANYDISCREPANCIES OR OMISSIONS SHALL BE REPORTED IMMEDIATELY.

4. ALL WORK IS TO BE PERFORMED IN A PROFESSIONAL MANNER AND INACCORDANCE WITH STANDARD PRACTICE AND SHALL BE IN STRICT COMPLIANCEWITH THE MANUFACTURE'S SPECIFICATIONS AND/OR RECOMMENDATIONS.

5. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.6. THE GENERAL AND SUB-CONTRACTORS SHALL CAREFULLY EXAMINE THE

DRAWINGS, INSPECT THE SITE AND ACQUAINT THEMSELVES WITH ALL GOVERNINGORDINANCES, LAWS, ECT. AND OTHERWISE FAMILIARIZE THEMSELVES WITH ALLMATTERS WHICH MAY AFFECT PERFORMANCE OF THE WORK.

7. ALL PRE-FAB MATERIALS, EQUIPMENT, FIXTURES AND ECT SHALL BE INSTALLEDPER MANUFACTURER INSTRUCTIONS AND REQUIREMENTS.

8. PRE-FAB FLOOR AND ROOF TRUSSES SHALL BE DESIGNED FOR LOADS REQ'D BYENGINEER

9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THEDOOR FROM INSIDE.

10. EVERY BATHROOOM DOOR LOCK SHALL BE DESIGNED TO PERMIT OPENING DOORFROM THE OUTSIDE IN AN EMERGENCY. THE OPENING DEVICE SHALL BE READILYACCEPTABLE TO ANYONE OUTSIDE THE DOOR.

11. PENETRATIONS OF ANY FIRE/SMOKE BARRIER SHALL BE FILLED WITH MATERIALCAPABLE OF MAINTAINING FIRE/SMOKE RESISTANT OR PROTECTION BYAPPROVED DEVICE FOR SUCH PURPOSES AS REQUIRED.

BUILDING CODES

1. NORTH CAROLINA RESIDENTIAL CODE 2012 EDITION2. INTERNATIONAL RESIDENTIAL CODE 2009 EDITIONS3. CONSTRUCTION CLASSIFICATION TYPE: 5B

MASONRY

1. SOLID MASONRY WALLS TO HAVE "DUR-O-WALL" (OR APPROVED EQUAL)GALVANIZED TRUSS TIES AT MINIMUM 16" o.c. VERTICALLY BELOW GRADE AND 8"O.C. VERTICALLY ABOVE GRADE.

2. BRICK VENEER WALLS TO HAVE NON-CORROSIVE METAL TIES AT 16" O.C.VERTICALLY AND HORIZONTALLY.

3. PROVIDE FLASHING AT THE TOP, BOTTOM, AND SIDES OF ALL OPENING AND BASEWITH WEEP HOLES AT 24" O.C.

4. PROVIDE AT LEAST 8" OF SOLID MASONRY UNDER CONCENTRATED LOADINGCONDITIONS.

5. MORTAR TO CONFORM TO ASTM C270, TYPE N.

METALS

1. STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE 9TH SECTIONOF A.I.S.C. MANUAL OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALLCONFORM TO ASTM A-36. STEEL FOR PIPE COLUMNS SHALL BE EQUIVALENTCAPACITY AND WELD ABILITY TO ASTM A-501. ALL WELDING SHALL BE INACCORDANCE TO THE AMERICAN WELDING SOCIETY CLOSE AND BE PERFORMED BYWELDERS QUALIFIED IN ACCORDANCE WITH AWS PROCEDURES. ELECTRODESSHALL CONFORM TO ASTM A-5.20 E70 SERIES.

2. STEEL COLUMNS, LINTELS, BEAMS, AND RAILINGS SHALL HAVE A SHOP COST OFRUST INHIBITING PAINT.

2.1. GUAGUE ADJUSTABEL AND FIXED STEEL COLUMNS ARE CONSTRUCTED OFCARBON STEEL WITH A MINIMUM YEILD STRENGTH OF 33KSI AND ULTIMATESTRENGTH OF 45 KSI IN ACCORDANCE WITH ASTM 500 AND MANUFACTURED BYTHE MARSHALL STAMPING COMPANY IN ACCORDANCE WITH IRC REPORT NO.88-78 AND HAVE MINIMUM 8"x4"x1/4" BEARING AND CAP PLATES UNLESS NOTEDOTHERWISE. SCREW JACK SHOULD BE ENCASED IN CONCRETE OR TACKWELDED AFTER INSTALLATION. EACH COLUMN SHOULD BE DESIGNED WITH THECAPACITY RATING AND WITHSTAND COMPRESSION LOADS AS NOTED ON PLAN.

3. ALL FASTENERS IN EXTERIOR DECKS SHALL BE GALVANIZED.4. ANCHOR BOLTS SHALL BE 1/2" DIAMETER x 16" LONG GALVANIZED (SEE DRAWING

FOR PLACEMENT AND SPACING).5. FILCH BEAMS SHALL HAVE A MINIMUM Fb = 1000 PSI, E = 1,300,000 PSI WITH 2 ROWS

1/2" BOLTS, 16" O.C. TOP AND 32" O.C. AT BOTTOM UNLESS OTHERWISE NOTED.6. JOIST HANGERS SHALL BE USED TO SUPPORT ALL PURLINS, JOISTS, AND BEAMS

NOT FRAMED OVER SUPPORTING MEMBERS.7. JOIST HANGERS SHALL BE "TECO" UNLESS OTHERWISE NOTED OR AN APPROVED

EQUAL.8. MACHINE BOLT AND CARRIAGE BOLT HOLES IN WOOD SHALL BE DRILLED 1/16"

LARGER THAN DIAMETER OF BOLT.9. LAG SCREWS SHALL BE SQUARE HEAD, OF STRUCTURAL GRADE STEEL, BE PLACED

WITH WASHERS UNDER THE HEAD.10. BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD

MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS.11. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS:

1/2" 2-1/4"x5/16"5/8" 2-1/4"x5/16"3/4" 2-3/8"x5/16"

LINTEL SIZES SHALL BE PER THE LINTEL SCHEDULE SHOWN ON THE BRICK LINTELDETAIL, UNLESS OTHERWISE NOTED.

WOOD

1. ALL JOINTS, AND RAFTERS SHALL BE, UNLESS OTHERWISE NOTED, SPF NO 2 ORBETTER.

2. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY AND CONCRETESHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPASTANDARDS.

3. ALL NAILING SHALL COMPLY WITH IRC CODE, AND ALL STATE AND LOCAL BUILDINGCODES.

4. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 3-PLY OR LESS 2XMEMBERS SHALL BE CONNECTED W/ 16d NAILS AT 8" O.C.

5. BUILD UP AT BEAMS FORMED BY 3-PLY OF LAMINATED VENEER LUMBER SHALL BEFASTENED W/ 3 ROWS 16d NAILS AT 12" O.C. ON EACH SIDE OR PERMANUFACTURER'S RECOMMENDATION.

6. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORTISN'T OTHERWISE PROFICED.

7. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY SIMPSONOR BETTER METAL STRAPS AS REQ'D.

8. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEASTSIX (6) INCHES AND BE SPIKED TOGETHER.

9. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL.10. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED, OUT OR

RELOCATED WITHOUT PROPR APPROVAL.11. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND

BORD HOLES NOT DEEPER THAN ONE-SIXTH (1/6) THE DEPTH OF THE MEMBER ANDSHALL NOT BE LOCATED IN THE MIDDLE ON-THIRD (1/3) OF THE SPAN. NOTCHESLOCATED CLOSER TO SUPPORTS THAN 3 TIMES THE DEPTH. HOLES BORED OR CUTINTO JOIST SHALL NOT BE CLOSER THAN TWO (2) INCHES TO THE TOP OR BOTTOMOF THE HOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED ONE-THIRD(1/3) THE DEPTH OF THE JOIST.

12. WHERE JOIST DEPTH EXCEED TWELVE NOMINAL INCHES THERE SHALL BE NOT LESSTHAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC, ANDIN ROOF FRAMING. THE BRIDGING IN EVERY EIGHT FEE OF SPAN IN FLOOR, ATTIC,AND IN ROOF FRAMING. THE BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BYTHREE INCH LUMBER DOUBLE NAILED AT EACH END OR EQUIVALENT METALBRACING OF EQUAL RIGIDITY

13. SUB-FLOOR TO BE 3/4" T&G PLYWOOD OR OSB PER THE PLANS.14. ALL PLYWOOD SHALL BE PINE OR EQUAL AND SHALL BE MANUFACTURED AND

GRADED IN ACCORDANCE WITH "PRODUCT STANDARD P-1-66" FOR SOFTPLYWOOD-CONSTRUCTION AND INDUSTRIAL.

15. EACH PLYWOOD/OSB SHEET SHALL BEAR THE "APA" GRADE TRADEMARK.16. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER

LINES OF FRAMING MEMBERS.17. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE

JOISTS AND TRUSSES AND PARALLEL TO THE STUDS.18. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE

MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BE 1-1/2" FOR 8dNAILS AND 1-1/8" FOR 10d NAILS.

19. ALL FLOORS SHALL BE GLUED/SCREWED WITH #12 WOOD SCREWS AT 6" O.C. ONDIRECT EDGES AND AT 10" O.C. AT INTERMEDIATE.

GENERAL NOTES

20. ALL EXTERIOR BEARING WALLS SHALL BE 2X6 OR 2X4 (SPF #2 STUD GRADE) @ 16"O.C. UNLESS OTHERWISE NOTED.

21. ALL INTERIOR BEARING WALLS SHALL BE 2X4 (SPF #2 STUD GUIDE) SINGLE TOPPLATE @ 24" O.C. UNLESS OTHERWISE NOTED.

22. ALL INTERIOR NON-BEARING WALLS TO BE 2X4 (SPF #2 STUD GUIDE) SINGLE TOPPLATE @ 24" O.C. UNLESS OTHERWISE NOTED.

23. ALL BEARING WALLS TO BE 2X4 (SPF #2 STUD GUIDE) DOUBLE TOP PLATES, LAPPEDAT ALL CORNERS AND INTERSECTIONS AND STAGGER SPLICE 48" AND LOCATEOVER WALL STUDS.

24. ALL EXTERIOR CORNERS SHALL BE BRACED WITH 4X8 STRUCTURAL SHEATHING OFTHICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL BRACING OF EQUALRIGIDITY.

25. PROVIDE ADDITIONAL STUDS AT CONCENTRATED LOAD LOCATION TO MATCHNUMBER OF STUDS ABOVE THE EXTEND TO FOUNDATION.

26. NOTCHES OR BORED HOLES IN STUDS OF BEARING WALLS OR PARTITIONS SHALLNOT BE MORE THAN ON-THIRD THE DEPTH OF THE STUD.

27. THE FOLLOWING JACK/SUD SCHEDULE WILL BE USED UNLESS OTHERWISE NOTED:EXTERIOR BEARING WALLS (MINIMUM UNLESS NOTED:)

ROOF ONLY 1 FLOOR FLOORSUP TO 3'-0" 1J & 1S 1J & 1S 1J & 1S3'-0" TO 5'-0" 1J & 1S 2J & 1S 2J & 2S5'-0" TO 7'-0" 2J & 1S 2J & 1S 2J & 2S7'-0" TO 9'-0" 2J & 1S 2J & 1S 2J & 2S9'-0" TO 12'-0" 2J & 1S 2J & 1S 3J & 2S

INTERIOR BEARING WALLS (MINIMUM UNLESS NOTED):UP TO 3'-0" 1J & 1S 1J & 1S3'-0" TO 6'-0" 2J & 1S 2J & 2S6'-0" TO 9'-0" 2J & 1S 3J & 2S9'-0" TO 12'-0" 3J & 1S 4J & 3S

WHERE J = JACK UNDER HEADER S = STUD NAILED TO JACK ALONG SIDE HEADERALL JACKS AND STUDS ASSUMED TO BE 2X6 OR 2X4 SPF #2 STUD GRADE OR BETTERWITH MAXIMUM WALL EIGHT OF 9'-1 1/8". ALL JACKS AND STUDS TO BE CLUED ANDNAILED W/ 16d NAILS AT 8" O.C.28. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT

OPENINGS (BOTH VERTICAL AND HORIZONTAL) IN THE FOLLOWING LOCATIONS:28.1. IN ALL STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT FLOOR

AND CEILING LEVELS AND NOT MORE THAN 10' APART28.2. BETWEEN STAIR STRINGERS AT TIP AND BOTTOM AND BETWEEN STUDS IN LINE

WITH STAIR RUN.28.3. FIRE STOPS, WHEN OF WOOD, SHALL BE 2" NOMINAL THICKNESS & MAY BE

MADE OF GYPSUM BOARD, CEMENT, MINERAL WOOL OR OTHERNONCOMBUSTIBLE MATERIAL.

28.4. SPACES BETWEEN CHIMNEYS AND WOOD FRAMING SHALL BE FILLED WITHLOOSE NONCOMBUSTIBLE MATERIAL (2" MINIMUM THICKNESS).

29. ROOF TRUSS MANUFACTURER TO SUPPLY SHOP DRAWINGS AND ERECTIONDRAWINGS AND MUST BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED INTHE GOVERNING JURISDICTION. FLOOR TRUSS MANUFACTURER TO SUPPLYCONNECTION AND BEARING DETAILS, BRIDGING, AND BRACING DETAILS WITHNOMINAL DIMENSIONS, TRUSS CONFIGURATIONS LUMBER GRADE AND SPECIES ANDMAGNITUDES OF FORCE IN ALL MEMBERS.

30. TRUSS DIAGRAMS SHOW DESIGN INTENT ONLY. TRUSS MANUFACTURER TO VERIFYALL SPANS, DIMENSIONS, PITCHES, ECT. AND SUBMIT SHOP DRAWINGS TO THEDESIGNER PRIOR TO FABRICATION.

31. WOOD ROOF TRUSSES TO BE INSTALLED BY MANUFACTURER'S INSTRUCTIONS.32. WOOD ROOF TRUSSES TO BE BRACED IN ACCORDANCE WITH IRC.33. FLOOR TRUSS MANUFACTURER TO SUPPLY SHOP DRAWINGS AND ERECTION

DRAWINGS AND MUST BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED INTHE GIVERNING JURISDICTION. FLOOR TRUSS MANUFACTURER TO SUPPLYCONNECTION AND BEARING DETAILS, BRIDGING AND BRACING DETAILS WITHNOMINAL DIMENSIONS, TRUSS CONFIGURATIONS, LUMBER GRADE AND SPECIESAND MAGNITUDE OF FORCE IN ALL MEMBERS.

34. BAND BOARD: 2X4 CONTINUOUS U.N.O.35. FLOOR TRUSSES SHALL BE DESIGNED TO ACCOMMODATE HVAC DUCT LAYOUT AS

REQ'D.36. FLOOR TRUSSES SHALL BE DESIGNED TO LIMIT DEFLECTION TO L/480 LIVE LOAD OR

FOR A DEAD LOAD OF 16 PSF WHICH EVER IS GREATER EXCEPT IN ROOMSCONSISTING OF DIFFERENT LENGTHS OF WHICH THE DEFLECTION OF THESHORTEST SPAN SHALL GOVERN.

37. "I"-JOIST MANUFACTURER TO SUPPLY SHOP DRAWINGS AND ERECTION DRAWINGSAND MUST BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THEGOVERNING JURISDICTION, FLOOR JOIST MANUFACTURER TO SUPPLY CONNECTIONAND BEARING DETAILS, BRIDGING AND BRACING DETAILS, NOMINAL DIMENSIONSAND JOIST LAYOUT CONFIGURATIONS.

38. PROVIDE SOLID MATERIAL, 1 1/4" MIN. AT ALL BAND BOARDS, END CONDITIONS, ANDRING JOISTS AS RECOMMENDED BY THE MANUFACTURER.

39. FLOOR JOISTS SHALL BE DESIGNED TO LIMIT DEFLECTION TO L/480 LIVE LOADEXCEPT IN ROOMS CONSISTING OF DIFFERENT LENGTH SPANS OF WHICH THEDEFLECTION OF THE SHORTEST SPAN SHALL GOVERN.

40. PROVIDE 2X4 CRIPPLES AT ALL INTERIOR BEARING CONDITIONS.

THERMAL AND MOISTURE PROTECTION1. ONE COAT OF ASPHALT EMULSION SHALL BE APPLIED TO ALL BELOW GRADE

WALLS AT BASEMENT CONDITIONS. WHEN HABITABLE SPACE OCCURS BELOWGRADE PROVIDE AN ADDITIONAL 6 MIL POLYETHYLENE MOISTURE RETARDANT ONTHE EXTERIOR.

2. FIBERGLASS SHINGLES (20YR MIN) SHALL BE INSTALLED OVER 1 LAYER OF 15# OR30# ASPHALT SATURATED FELT.

3. ALL FLASHING TO BE OF THE APPROVED CORROSION-RESISTIVE TYPE AND SHALLBE PROVIDED WHEN EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALLOR FLOOR ASSEMBLY OR WOOD-FRAMED CONSTRUCTION. FLASH AND CAULKWOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR WALLS OR ROOF.

4. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OFNOT LESS THAN NO 26 US GAUGE APPROVED CORROSION RESISTANT METAL.

5. PROVIDE METAL FLASHING ABOVE ALL WINDOWS, DOORS, AND CAPITALS.6. PROVIDE EAVE FLASHING AND DRIP EDGE FLASHING AT THE ROOF EDGES.7. PROVIDE CONTINUOUS RIDGE AND EAVE VENTILATION WITH A TITAL NET FREE

VENTILATING AREA OF NOT LESS THAN 1 TO 150 OF THE AREA OF THE SPACE TO BEVENTILATED. PROVIDE A MINIMUM OF 1" SPACE BETWEEN THE ROOF SHEATHINGAND THE INSULATION.

8. ENCLOSE ATTIC TRUSS SPECIES AND ENCLOSED FOR RAFTERS SHALL HAVE CROSSVENTILATION FOR EACH SEPARATE SPACE WITH SCREENED VENTILATING OPENINGSPROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCEWITH THE IRC.

9. INSTALL E.I.F.S IN STRICT ACCORDANCE TO THE MANUFACTURERS SPECIFICATIONSAND INSTALLATION INSTRUCTIONS. IT IS THE RESPONSIBILITY OF THE INSTALLATIONCONTRACTOR TO INSURE THAT ALL FLASHING IS IN PLACE TO PREVENT THE ENTRYOF WATER OR MOISTURE.

10. THE FOLLOWING INSULATION SCHEDULE WILL BE USED UNLESS OTHERWISE NOTED:SILL PLATE 1/2" FIBERGLASSPERIMETER R-8 CLOSED CELL EXTRUDED POLYSTYRENEFOUNDATION WALL R-11 FLAME SPREAD BATT (FULL HEIGHT)EXTERIOR WALL R-15 BATTFLOOR AND SOFFIT R-19FLAT CEILING R-38 BATT OR BLOWNCATHEDRAL CEILING R-38 BATTPROVIDE BUFFERS (INSULATION STOPS) FOR CONTINUOUS VENTILATION CHANNELS AS REQ'D

DOORS & WINDOWS

1. ALL WINDOWS SHALL HAVE INSULATING GLASS.2. SIZES INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER TO CONSULT WITH

WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENINGS, ECT3. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR

EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE.4. WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS OR RESCUE THEY SHALL

HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR.5. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM

NET CLEARN OPENING OF 5.7 SQ FT. THE MINIMUM NET CLEAR OPENING HEIGHTDIMENSION SHALL BE 22". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20".

6. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FORTHE PURPOSES OF GLAZING AND SHALL BE TEMPERED GLASS:

6.1. GLAZING IN ALL DOORS6.2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR

WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN ACLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THEFLOOR OR WALKING SURFACE

6.3. GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNA,STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF ABUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGEOF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET.

6.4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE WINDOWS THAT MEETS ALL OFTHE FOLLOWING CONDITIONS:

6.4.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ FT.6.4.2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR6.4.3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR6.4.4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE

GLAZING.6.5. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE

WALKING SURFACE INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.

6.6. EXCEPTIONS: THE FOLLOWING PRODUCTS, MATERIALS, AND USES ARE EXEMPTFROM THE ABOVE HAZARDOUS LOCATIONS:

6.6.1. OPENINGS IN DOORS THROUGH WHICH A 3" SPHERE IS UNABLE TO PASS6.6.2. LEADED GLASS PANELS6.6.3. FACETED AND DECORATIVE GLASS

FINISHES

1. ALL GYPSUM WALL BOARD SHALL BE INSTALLED AND FASTENED WITH GLUE ANDSCREW IN ACCORDANCE WITH THE PROVISIONS OF THE IRC CODE, LATEST EDITION,STATE AND LOCAL CODES.

2. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMINGMEEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMINGMEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACTEXCEPT IN CONCEALED SPACES WHERE FIRE RESISTING CONSTRUCTION ISN'TREQUIRED.

3. PROVIDE MOISTURE RESISTANT DRYWALL AT ANY WET WALL AREA LIKE LAUNDRY,ECT.

4. PROVIDE CEMENT BOARD "DUROROCK" AT ALL TUBS AND SHOWERS WALLS &CEILING AND ALSO ANY FLOOR OR WALL AREAS WHICH WILL RECIEVED CERAMICTILES OR MARBLE.

5. THE GARAGE SHALL BE SEPARATED FROM THE LIVING SPACE BY 5/8" TYPE XGYPSUM WALL BOARD

6. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2" DRYWALL.

7. PAINT SHALL BE APPLIED ACCORDING TO THE FOLLOWING:CEILINGS LATEX FLAT 1 COAT PRIMER & 1 FINISH COATWALLS LATEX FLAT 1 COAT PRIMER & 1 FINISH COATINTERIOR TRIM LATEX 1 COAT PRIMER & 2 FINISH COATSEXTERIOR TRIM: EXTERIOR LATEX 1 SHOP COAT PRIMER AND 2 FINISH COATS

SEMI GLOSSSPECIALTIES

1. PREFAB FIREPLACES, SELECTED BY THE OWNER, SHALL BE U.L. APPROVED AND BEINSTALLED PER THE IRC CODE, THEIR LISTING AND THE MANUFACTURESINSTRUCTIONS.

1. 1R/1S CLOSET SHELVES @ 68" AFF2. 2R/1S CLOSET SHELVES @ 42" & 84" AFF3. LOCATE DBL TOWEL BARS @ 38" AFF4. SET 18" TOWEL BARS @ 24" ABOVE VANITY.5. THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4" AND A MINIMUM TREAD WIDTH OF 9"6. STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR WIDTH & HEADROOM OF NOT LESS

THAN 6'-8". THE MINIMUM WIDTH AT THE HANDRAIL SHALL NOT BE LESS THAN 32"WITH HAND RAIL ON ONE SIDE AND 28" WITH A HAND RAIL ON BOTH.

7. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2" DRYWALL.

8. PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR IN HEIGHT.

9. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" AFF OR GRADESHALL HAVE GUARDRAILS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLYFROM THE NOSING OF THE TREADS.

10. REQUIRED GUARDRAILS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS,BALCONIES, AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTALCLOSURES WHICH WILL NOT ALLOW PASSAGE OF AN OBJECT 4" IN DIAMETER.

11. EXCEPTION: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD ANDBOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY MAY BE OF SUCH ASIZE THAT A SPHERE 6" IN DIAMETER CANNOT PASS THROUGH..

R10/13

PER SECTION R312 INTERIOR AND AM111 FOR EXTERIOR

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RALEIGH, NC 27617919.480.1075

[email protected]

9'-1

"M

AIN

CLG

. HG

T.8'

-1 1

/2"

UPP

ER C

LG. H

GT.

7'-4

"W

IND

OW

HG

T6'

-8"

WIN

DO

W H

GT.

FRONT ELEVATION - ASCALE: 1/4" = 1'-0"

LEFT ELEVATION - ASCALE: 1/4" = 1'-0"

REAR ELEVATION - ASCALE: 1/4" = 1'-0"

RIGHT ELEVATION - ASCALE: 1/4" = 1'-0"

1212

1212

1212

4" CORNERBOARDS

4" WOOD TRIMTYPICAL

6" FRIEZE w/ 2"REVEAL

6" FASCIA BOARD

HORIZONTAL SIDINGTYPICAL

8x8 WOOD COL.w/ BASE & CAP.

STEPS TO GRADE

RAIL AS REQ'D

MASONRYFOUNDATION W/PARGE FINISH

412

4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST

8" TRIM BOARDw/ 2" CAP 6x6 POST

(SEE STRUCT)


RAIL AS REQ'D

8" TRIM BOARDw/ 2" CAP


4" CORNERBOARDSTYPICAL

6x6 POST(SEE STRUCT)


RAIL AS REQ'D



4" CORNERBOARDSTYPICAL

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb OVERTRUSSES - PER ROOF PLAN

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb OVER

TRUSSES - PER ROOF PLAN

1/6 x 3/0 LOUVERED ATTIC VENTw/ 4" WOOD SURROUND

1/6 x 3/0 LOUVERED ATTIC VENTw/ 4" WOOD SURROUND

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb RETURN

(TYPICAL)

412

4" CORNERBOARDS



RAIL AS REQ'D


4x4 DECORATIVEPOST

4" CORNERBOARDS

4" WOOD TRIMTYPICAL

6" FRIEZE w/ 2"REVEAL

6" FASCIA BOARD

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb OVERTRUSSES - PER ROOF PLAN



1212

1212

ridge vent

ridge vent

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" CDX OVERTRUSSES - PER ROOF PLAN

1'- 4

"

30'-1

1/2

"

GLAZING CALCULATIONS - eLEVATION A1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 50 SF OF GLAZINGGLAZING AREA TOTAL = 112 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 5.36%

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RALEIGH, NC 27617919.480.1075

[email protected]

FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

First Floor HeatedSecond Floor HeatedTotal HeatedRear deckPorch

732 Sq.Ft. 754 Sq.Ft.1486 Sq.Ft. 60 Sq.Ft. 132 Sq.Ft.

SECOND FLOOR PLAN - ASCALE: 1/4" = 1'-0"

8' CEILING

BEDRM 3

LINEN

DN

8' CEILING

BEDRM 2

8' CEILING

MASTER

WIC

CLOSETCLOSET

8' CEILING

M. BATH

8' CEILING

BATH

3/0x5/0

3/0x5/0 3/0x5/0

2/4

2/82/8

2/4

2/0

2/6 2/6

22'-0"

8'-4"8'-4"

36'-0

"

5'-4"

5'-9"10'-6"5'-9"

12'-1

1/2

"8'

-3 1

/2"

2'-1

1"12

'-8"

10'-10"11'-2"

12'-6

1/2

"

5'-6 1/2"13'-0"

8'-3 1/2" 5'-1 1/2" 8'-7"

upt=9

"

9' CEILING

FAMILY

9' CEILING

DINING9' CEILING

KITCHEN

DWSINK

RANG

ER

EFG

WASH DRY

BENCH9' CEILING

MUD RM

9' CEILING

PWDRCOV'D PR.

FRONT PORCH

3/0

12

LITE

3/0x5/0

2/8 FR 2/4

3/0x5/0

22'-0"

14'-0"8'-0"

36'-0

"6'

-0"

42'-0

"

4'-0" 4'-0" 10'-5" 3'-7"

6'-0

"28

'-6"42'-0

"

7'-6

"

5'-9"8'-10 1/4"4'-1 1/4"

3'-9"18'-3"

15'-5

"13

'-1"

12'-1

1/2

"3'

-9"

12'-4

"7'

-9 1

/2"

4'-9 1/2" 12'-0 1/2"

2/0

2/02/0 2/0

2/43'-5 1/2"

1/6

3/0x5/0

5' TUB/SHR

PREFABFIREPLACE w/FLUSH HEARTH



STEPS TO GRADE

RAIL AS REQ'D

DN

COATS

STAIR RAKE

3/6 C.O.

2'-7" 2'-7"

8' CEILING

MASTER

8' CEILING

M. BATH

3/0x5/0

2/4

5'-9"5'-9"

4'-6 1/2"13'-0"2/4

3'-5 1/2"

3/0x5/03/0x5/0

5'-3"5'-3"

1'-0"

3'-4

"

SECOND FLOOR PLAN - BSCALE: 1/4" = 1'-0"

5'-3

1/2

"9'

-9 1

/2"

6'-1

"

8'-0

"

45°6'-6"

1'-9 1/2"

1'-9

"

3'-8

1/2

"3'

-9 1

/2"

10'-6"10'-6"

6"

6"CLCL CL

DSP

45°

4'-6 1/2"

3'-8

"

17 r

r=7

.4"

t=9"

r=7.4"17 r

ceilingabove

1. walls drawn @ 3 1/2" widths2. set windows @ 7'-4" a.f.f. u.n.o.

1. walls drawn @ 3 1/2" widths2. set windows @ 6'-8" a.f.f. u.n.o.

3/0x5/0

3'-3 1/2"

22'-0"

2'-3

1/2

"

GLAZING CALCULATIONS - eLEVATION A1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 50 SF OF GLAZINGGLAZING AREA TOTAL = 112 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZINZING = 5.36%

PDS

INSULATION TABLER-15 WALLSR-19 FLOORR-38 CEILING

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RALEIGH, NC 27617919.480.1075

[email protected]

CRAWL SPACE VENTILATION

THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALLNOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUAREFEET OF UNDERFLOOR SPACE AREA AND ONE SUCH OPENINGSHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING

EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BEREDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THEGROUND SURFACE IS TREATED WITH AN APPROVED VAPORRETARDER MATERIAL AND THE REQUIRED OPENINGS AREPLACED SO AS TO PROVIDE CROSS-VENTILATION

SQ FT OF CRAWL SPACE AREA / 150 =

SQ FT OF NET FREE AREA REQUIRED



EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BEREDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THEGROUND SURFACE IS TREATED WITH AN APPROVED VAPORRETARDER MATERIAL AND THE REQUIRED OPENINGS ARE

SQ FT OF CRAWL SPACE AREA / 150 =732

4.88 SQ FT OF NET FREE AREA REQUIRED

ROOF RAFTER SUPPORT

DOUBLE RAFTER / DOUBLE JOIST

STRUCTURAL BEAM / GIRDER

WINDOW / DOOR HEADER

POINT LOAD TRANSFER

POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER

BEAM & POINT LOAD LEGEND:

14'-0"8'-0"

22'-0"

7'-6

"28

'-6"

6'-0

"

42'-0

"

36'-0

"6'

-0"

42'-0

"

CRAWLSPACE FOUNDATION PLAN - ASCALE: 1/4" = 1'-0"

CRAWLSPACE FOUNDATION PLAN - BSCALE: 1/4" = 1'-0"

7'-0"

6'-11"8'-2"

PIERS16"x16" BRICK w/8" SOLID CAP ON30"x30"x10" CONCFOOTING(TYPICAL)

ALL GIRDERS(2) 1 3/4"x9 1/4"LVL (TYPICALU.N.O.)

11 7

/8"

I-JO

ISTS

BY

MA

NU

FAC

TUR

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7/8

" I-J

OIS

TS B

Y M

AN

UFA

CTU

RER

6'-11"

STEP FOOTING

2" X 10" PT BAND SECURED TOHOUSE W/ 5

8" THRU BOLTS @ 20" O.C.

TYPICALCONC FOOTINGON 16"x16"x8"6"x6" PT POST

11'-0" 11'-0"

22'-0"

TYPICAL

TYPICAL

2x6

@ 1

6"#2

SYP

PT

4X4 P.T.POST TOHOUSE FTG.

2x8

@ 1

6" o

.c.

#2 S

YP P

T

CONC FOOTINGON 20"x20"x8"6"x6" PT POST

14'-0"8'-0"

22'-0"

7'-6

"28

'-6"

6'-0

"

42'-0

"

36'-0

"6'

-0"

42'-0

"

7'-0"7'-0"

6'-11"8'-2"

15'-6

3/4

"12

'-9 1

/2"

7'-7

3/4

"

FOUNDATION WALLS8" CMU BLOCK -or- 4"BRICK & 4" BLOCKWITH 8" SOLID CAP ON16"x8" CONTINUOUSCONCRETE FOOTING

PIERS16"x16" BRICK w/8" SOLID CAP ON30"x30"x10" CONCFOOTING(TYPICAL)

ALL GIRDERS(2) 1 3/4"x9 1/4"LVL (TYPICALU.N.O.)

MIN. 18"x24"ACCESS DOOR;32"x24" MIN. w/MECH. IN CRAWL(FIELD LOCATE)

11 7

/8"

I-JO

ISTS

BY

MA

NU

FAC

TUR

ER11

7/8

" I-J

OIS

TS B

Y M

AN

UFA

CTU

RER

6'-11"

STEP FOOTING

2" X 10" PT BAND SECURED TOHOUSE W/ 58" THRU BOLTS @ 20" O.C.

TYPICALCONC FOOTINGON 16"x16"x8"6"x6" PT POST

11'-0" 11'-0"

22'-0"

TYPICAL

TYPICAL

2x6

@ 1

6"#2

SYP

PT

4X4 P.T.POST TOHOUSE FTG.

2x8

@ 1

6" o

.c.

#2 S

YP P

T

CONC FOOTINGON 20"x20"x8"6"x6" PT POST

FOUNDATION WALLS8" CMU BLOCK -or- 4"BRICK & 4" BLOCKWITH 8" SOLID CAP ON16"x8" CONTINUOUSCONCRETE FOOTING

(3) 1

3/4

" x

11 7

/8"

LVL

7'-0"

15'-6

3/4

"12

'-9 1

/2"

7'-7

3/4

"

MIN. 18"x24"ACCESS DOOR;32"x24" MIN. w/MECH. IN CRAWL(FIELD LOCATE)

(3) 1

3/4

" x

11 7

/8"

LVL

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RALEIGH, NC 27617919.480.1075

[email protected]

FIRST FLOOR CEILING FRAMING PLAN - ASCALE: 1/4" = 1'-0"

FIRST FLOOR CEILING FRAMING PLAN - BSCALE: 1/4" = 1'-0"

2SC

3SC

2SC

4X4 P.T. POSTor EQUIV., TYP. (3) 2"x8" TYPICAL

2SC

4X4 P.T. POSTor EQUIV., TYP.

2SC(2) 2X8

(1) 1

6" L

VL F

LUSH

PORCH BEAMSTO BEAR INWALL FRAMINGTYPICAL (2) 2"x8" CONTINUOUS

16" I-JOISTS LPI-32 @ 24" O.C.


DJ

XJ

XJ

XJ

2SC

3SC

2SC

4X4 P.T. POSTor EQUIV., TYP. (3) 2"x8" TYPICAL

2SC

4X4 P.T. POSTor EQUIV., TYP.

2SC(2) 2X8

(1) 1

6" L

VL F

LUSH

PORCH BEAMSTO BEAR INWALL FRAMINGTYPICAL (2) 2"x8" CONTINUOUS


XJ

XJ

XJ

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ROOF RAFTER SUPPORT




POINT LOAD TRANSFER



STRUCTURAL FRAMING NOTES

1. ALL FRAMING TO BE #2 SPF MINIMUM.

2. ALL BEARING HEADERS TO BE (2) 2"x 6"SUPPORTED W/ MIN. (1) JACK AND (1) KINGEACH END U.NO.

3. ALL NON BEARING HEADERS TO BE (2)2"x4'U.NO.

4. PROVIDE CONTINOUS BLOCKING THROUGHSTRUCTURE FOR ALL POINT LOADS.

5. ALL HANGERS AND CONNECTORS SPEC'D ARETO BE SIMPSON STRONG TIE OR EQUIVALENT.

6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY.LARGER MEMBERS MAY SUBSTITUTED ASNEEDED FOR EASE OF CONSTRUCTION.

7. ALL EXTERIOR WALLS TO BE FULLY SHEATHEDWITH 7/16" OSB

8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PTATTACHED AT TOP AND BOTTOM USINGSIMPSON (OR EQUIV) COLUMN BASE OR SSTA24 BRACKETS. TRIM OUT PER BUILDER.

9. REAR PORCH COLUMNS TO BE MIN. 4X4 PTATTACHED AT BOTTOM USING SIMPSON (OREQUIV) ABA44 AND AT TOP USING CS 16STRAPPING (12" MIN.) TO PORCH HEADER/BAND.

10. WHEN A 4 PLY LVL IS USED ATTACH WITH (1) 1/2" Ø BOLT 12" O.C. STAGGERED TOP AND BOTTOM, 1 1/2" MIN. FROM ENDS.


2x10FOR HEAD HIGH


DJ


2x10FOR HEAD HIGH

16" I-JOISTS LPI-32 @ 24" O.C.16" I-JOISTS LPI-32 @ 24" O.C.

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RALEIGH, NC 27617919.480.1075

[email protected]

MATERIALS

1. 1. INTERIOR / TRIMMED FRAMING LUMBER SHALL BE #2SPRUCE PINE FIR (SPF) WITH THE FOLLOWING DESIGNPROPERTIES:


2. FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACTWITH THE GROUND, CONCRETE, OR MASONRY SHALL BEPRESSURE TREATED #2 SOUTHERN YELLOW PINE (SYP)WITH THE FOLLOWING DESIGN PROPERTIES:


3. LVL STRUCTURAL MEMBERS TO BE LAMINATED VENEERLUMBER WITH THE FOLLOWING MINIMUM DESIGNPROPERTIES:


4. PSL STRUCTURAL MEMBERS TO BE PARALELL STRANDLUMBER WITH THE FOLLOWING MINIMUM DESIGNPROPERTIES:


5. LSL STRUCTURAL MEMBERS TO BE LAMINATED STRANDLUMBER WITH THE FOLLOWING MINIMUM DESIGNPROPERTIES:


6. STRUCTURAL STEEL WIDE FLANGE BEAMS SHALLCONFORM TO ASTM A36. Fy = 50 KSI

7. REBAR SHALL BE DEFORMED STEEL CONFORMING TOASTM A615 GRADE 60.

8. SEE TABLE R602.3(1) FOR STRUCTURAL MEMBERFASTENING REQUIREMENTS.

9. POURED CONCRETE TO BE MINIMUM 3000 PSI AT 28 DAYS.MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLYWITH THE APPLICABLE STANDARDS LISTED IN ACI 318 ORASTM C 1157.

10. CONCRETE LOCATED PER TABLE R301.2(1) SHALL BE AIRENTRAINED PER TABLE R402.2.

11. MASONRY UNITS SHALL CONFORM TO ACI 530/ASCE 5/TMS402 AND MORTAR SHALL COMPLY WITH ASTM C 270.

CONCRETECONTINUOUSDOUBLEDIAMETERDOUBLE JOISTDOUBLE RAFTERDOUBLE STUD POCKETEACHEACH ENDFLAT PLATEFOOTINGHANGERJACK STUD COLUMNKING STUD COLUMNLAMINATED VENEER LUMBERMANUFACTURERNOT TO SCALEON CENTERPRESSURE TREATEDRAFTER SUPPORTSTUD COLUMNSTUD POCKETTRIPLE JOISTTRIPLE RAFTERTYPICALUNLESS NOTED OTHERWISEEXTRA JOIST

ABBREVIATIONS

CONCCONTDBLDIAMDJDRDSPEAEEFL PTFTGHGRJSKSLVLMFTRNTSOCPTRSSCSPTJTRTYPUNOXJ

GENERAL NOTES

1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTSONLY. ENGINEER'S SEAL DOES NOT CERTIFY DIMENSIONSALACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOFGEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NOLIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS,OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATIONFROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TOCONSTRUCTION IF ANY DISCREPANCIES ARE NOTED ON THEPLANS.

2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY ANDSELECTION SHALL BE IN ACCORDANCE WITH THE NORTHCAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE(IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODESHALL GOVERN OVER DIMENSIONS.

3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE TIME USEFOR THE LOT OR ADDRESS SPECIFIED ON THE TITLE BLOCK.PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ONSPECIFIED LOT OR ADDRESS TO BE VALID.

CONSTRUCTION

1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALLDIMENSIONS PRIOR TO CONSTRUCTION. FURTHERMORECONTRACTOR IS ULTIMATELY RESPONSIBLE FORCONSTRUCTION MEANS, METHODS, AND SAFETY ON SITE.NOTIFY JDS CONSULTING & DESIGN, PLLC IMMEDIATELY IFDISCREPANCIES ON PLAN EXIST.

2. ALL INTERIOR AND EXTERIOR BEARING HEADERS TO BEMINIMUM (2) 2x6 #2 SPF WITH (1) JACK AND (1) KING STUD ATEACH END U.N.O.

3. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALLBE INSTALLED WITH CONNECTIONS PER MANUFACTURERSPECIFICATIONS.

4. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MIN.BEARING LENGTH OF 3 1/2" AND FULL FLANGE WIDTH. BEAMSMUST BE ATTACHED AT EACH END WITH A MINIMUM OF FOUR16d NAILS OR TWO 1/2" x 4" LAG SCREWS U.N.O.

5. ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLYAND SHALL BEAR FULL WIDTH ON THE SUPPORTING WALLS ORCOLUMNS INDICATED WITH A MINIMUM OF THREE STUDS U.N.O.

6. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADSTHROUGH FLOOR LEVELS TO THE FOUNDATION OR TO OTHERSTRUCTURAL COMPONENTS.

7. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSSSYSTEMS TO BE PROVIDED FOR REVIEW AND COORDINATEDWITH THE ENGINEER OF RECORD. INSTALLATION TO BE INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.ROOF TRUSS DRAWINGS TO BE SIGNED AND SEALED BY THEMANUFACTURER AND REVIEWED BY THE ENGINEER OF RECORDPRIOR TO CONSTRUCTION.

8. STEEL FLITCH BEAMS TO BE BOLTED TOGETHER USING (2)ROWS OF 1/2" DIAM. BOLTS (ASTM 307) WITH WASHERS PLACEDUNDER THE THREADED END OF THE BOLT. BOLTS TO BESPACED AT 24" o.c. (MAX), AND STAGGERED TOP AND BOTTOMOF BEAM (2" EDGE DISTANCE), WITH TWO BOLTS TO BELOCATED AT 6" FROM EACH END OF FLITCH BEAM.

9. BRICK LINTELS TO BE 3 1/2 x 3 1/2 x 1/4 STEEL ANGLE FOR UP TO6'-0" SPAN AND 6 x 4 x 5/16 STEEL ANGLE FOR SPANS GREATERTHAN 6'-0" AND UP TO 10'-0" U.N.O.

10. BRICK LINTELS AT SLOPED AREAS TO BE 4 x 3 1/2 x 1/4 STEELANGLE WITH 16d NAILS IN 3/16" HOLES IN 4" ANGLE LEG AT 12"o.c. TO TRIPLE RAFTER. WHEN THE SLOPE EXCEEDS 4:12 AMINIMUM OF 3 x 3 x 1/4 PLATES SHALL BE WELDED AT 24" o.c.ALONG THE STEEL ANGLE.

11. ATTACH PORCH COLUMNS TO SLAB/FDN WALL USING ABA -OR-ABE SIMPSON POST BASES TO FIT COLUMN SIZES CALLED ONPLAN -OR- ANY OTHER COLUMN CONNECTION WITH 500# UPLIFT.

11. ATTACH PORCH COLUMNS TO UPPER PORCH BANDS USING AC-OR- BC SIMPSON POST CAPS TO FIT COLUMN SIZES CALLED ONPLAN -OR- ANY OTHER COLUMN CONNECTION WITH 500# UPLIFT.

12. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BESIMPSON STRONG-TIE OR EQUIV.

LIVE LOAD (PSF) 40 30 20 10 20 40 40 60 50 40 200

DESIGN LOADS

TABLE R301.5DWELLING UNITSSLEEPING ROOMSATTICS WITH STORAGEATTICS WITHOUT STORAGEROOF SNOWSTAIRSDECKSEXTERIOR BALCONIESPASSENGER VEHICLE GARAGESFIRE ESCAPESGUARDRAILS AND HANDRAILS

TABLE R301.2(4) - DESIGN POSITIVE AND NEGATIVE PRESSURE FORDOORS AND WINDOW FOR A MEAN ROOF HEIGHT OF 35 FEET OR LESSSHALL BE 25 PSF

TABLE R301.2(2) - COMPONENT AND CLADDING LOADS FOR A BUILDINGLOCATED IN EXPOSURE B

ROOF VALUES BOTH POSITIVE AND NEGATIVE SHALL BE DESIGNED BASED ON ROOF PITCHES AND MEAN ROOF HEIGHT AS FOLLOWS: MEAN ROOF HEIGHT ROOF PITCH 0-30 FT 35 FT 40 FT 0:12 TO 2.25:12 45.4 PSF 47.7 PSF 49.5 PSF 2.25:12 TO 7:12 34.8 PSF 36.5 PSF 37.9 PSF 7:12 TO 12:12 21.0 PSF 22.1 PSF 22.9 PSF

WALL CLADDING SHALL BE DESIGNED FOR A 24.1 PSF POSITIVE AND NEGATIVE PRESSURE

FOUNDATION

1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TO BE2000 PSF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOILBEARING CAPACITY IF UNSATISFACTORY CONDITIONS EXIST.

2. CONCRETE AND MASONRY FOUNDATION WALLS TO BE SELECTED ANDCONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONR404 OR IN ACCORDANCE WITH ACI 318, NCMA TR68-A, OR ACI530/ASCE 5/TMS 402.

3. MASONRY AND POURED CONCRETE WALL REINFORCEMENT TO BE INACCORDANCE WITH TABLES R404.1.1 (1 THROUGH 4) OF THE NORTHCAROLINA RESIDENTIAL CODE.

A. PER R404.1.3, TABLES ASSUME THAT WALLS HAVEPERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM.

B. WALL REINFORCING SHALL BE PLACED ACCORDING TOFOOTNOTE (c) OF THE TABLES (REINFORCING IS NOTCENTERED IN WALL).

C. FOUNDATION DRAINS ARE ASSUMED AT ALL WALLS PERR405.

4. WOOD SILL PLATES TO BE ANCHORED TO THE FOUNDATION WITH 1/2"ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT SPACED A MAXIMUMOF 6'-0" o.c.(3'-0" FOR BASEMENT WALLS) AND WITHIN 12" FROM THEENDS OF EACH PLATE SECTION. INSTALL MIN. (2) ANCHOR BOLTS PERSECTION.

5. THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALL NOTEXCEED TEN TIMES THEIR LEAST DIMENSION. UNFILLED HOLLOWPIERS MAY BE USED IF THE UNSUPPORTED HEIGHT IS NOT MORE THANFOUR TIMES THEIR LEAST DIMENSION.

6. CENTERS OF PIERS TO BEAR IN THE MIDDLE THIRD OF THE FOOTINGS,AND GIRDERS SHALL CENTER IN THE MIDDLE THIRD OF THE PIERS.

7. ALL FOOTINGS TO HAVE MINIMUM 2" PROJECTION ON EACH SIDE OFFOUNDATION WALLS.

ROOF TRUSS SYSTEM (IF USED)TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TO COINCIDEWITH THE SUPPORT LOCATIONS SHOWN. TRUSS PROFILES SHALL BESEALED BY THE TRUSS MANUFACTURER. TRUSS PLANS SHALL BEPROVIDED FOR REVIEW AND COORDINATED WITH THE ENGINEER OFRECORD AS REQUIRED BY THE BUILDING CODE OFFICIALS.INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS.



2. ALL BEARING HEADERS TO BE (2) 2"x 6" SUPPORTED W/MIN. (1) JACK AND (1) KING EACH END U.NO.

3. ALL NON BEARING HEADERS TO BE (2)2"x4' U.NO.

4. PROVIDE CONTINOUS BLOCKING THROUGH STRUCTURE FORALL POINT LOADS.

5. ALL HANGERS AND CONNECTORS SPEC'D ARE TO BESIMPSON STRONG TIE OR EQUIVALENT.

6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY. LARGERMEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OFCONSTRUCTION.

7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16"OSB

8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED ATTOP AND BOTTOM USING SIMPSON (OR EQUIV) COLUMNBASE OR SST A24 BRACKETS. TRIM OUT PER BUILDER.

9. REAR PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED ATBOTTOM USING SIMPSON (OR EQUIV) ABA44 AND AT TOPUSING CS 16 STRAPPING (12" MIN.) TO PORCH HEADER/BAND.

SPAN STEEL ANGLE SIZE

BRICK VENEER LINTEL SCHEDULE

UP TO 42" L3-1/2"x3-1/2"x1/4" 8" (MIN. @ EACH END)

UP TO 72" L6"x4"x5/16" (LLV)

L6"x4"x5/16" (LLV) ATTACH LINTEL w/ 1/2" THRUBOLT @ 12" O.C. 3" FROM EACH ENDOVER 72"

END BEARING LENGTH

8" (MIN. @ EACH END)

**REFER TO IJOIST EQUIVALENCE CHARTON I-JOIST DETAIL SHEET FORSUBSTITUTION OF MANUFACTURER SERIES

BALLOON WALL FRAMING SCHEDULE: 100 MPH

FRAMING MEMBER SIZE MAX HEIGHT (PLATE TO PLATE)2x4 @ 16" o.c. 10' - 0"2x4 @ 12" o.c. 12' - 0"

2x6 @ 16" o.c. 15' - 0"2x6 @ 12" o.c. 17' - 9"

2x8 @ 16" o.c. 19' - 0"2x8 @ 12" o.c 22' - 0"

(2) 2x4 @ 16" o.c. 14' - 6"(2) 2x4 @ 12" o.c. 17' - 0"

(2) 2x6 @ 16" o.c. 21' - 6"(2) 2x6 @ 12" o.c. 25' - 0"

(2) 2x8 @ 16" o.c. 27' - 0"(2) 2x8 @ 12" o.c 31' - 0"

**ALL HEIGHTS ARE MEASURED SUBFLOOR TO TOP OF WALL PLATE.

**WHEN SPLIT FRAMED WALLS ARE USED FOR HEIGHTS OVER 12' THECONTRACTOR SHALL ADD MIN. 6' OF CS16 COIL STRAPPING (FULLYNAILED) CENTERED OVER THE WALL BREAK.

**FINGER JOINTED MEMBERS MAY BE USED FOR CONTINUOUS HEIGHTSWHERE TRADITIONALLY MILLED LUMBER LENGTHS ARE LIMITED.



EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BEREDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THEGROUND SURFACE IS TREATED WITH AN APPROVED VAPORRETARDER MATERIAL AND THE REQUIRED OPENINGS AREPLACED SO AS TO PROVIDE CROSS-VENTILATION

SQ FT OF CRAWL SPACE AREA / 150 =XXXX

XXXX SQ FT OF NET FREE AREA REQUIRED

STRUCTURAL ROOF NOTES

1. FRAMING SHALL BE #2 SPF OR BETTERU.N.O.

2. PROVIDE 2x4 COLLAR TIES AT 48" o.c. ATUPPER

THIRD OF RAFTERS U.N.O. ON PLAN.

3. FUR RIDGES FOR FULL RAFTERCONTACT

4. PROVIDE CONTINUOUS BLOCKINGTHROUGH STRUCTURE FOR ALL POINTLOADS.

5. DENOTES OVERFRAMED AREA

6. MIN. 7/16" OSB ROOF SHEATHING

PROVIDE 2x4 RAFTER TIES AT 16" o.c. AT 45°BETWEEN RAFTERS AND CEILING JOISTS.USE (4) 16d NAILS AT EACH CONNECTION.RAFTER TIES MAY BE SPACED AT 48" o.c. ATLOCATIONS WHERE NO KNEE WALLS AREINSTALLED.

STRUCTURAL ROOF TRUSS NOTES

1. FRAMING SHALL BE #2 SPF OR BETTERU.N.O.

2. PROVIDE CONTINUOUS BLOCKINGTHROUGH STRUCTURE FOR ALL POINTLOADS.

3. DENOTES OVERFRAMED AREA

4. MIN. 7/16" OSB ROOF SHEATHING

5. TRUSS LAYOUT AND PLACEMENT BYMANUFACTURER TO COINCIDE WITH THESUPPORT LOCATIONS SHOWN. TRUSSPROFILES SHALL BE SEALED BY THETRUSS MANUFACTURER. TRUSS PLANSSHALL BE PROVIDED FOR REVIEW ANDCOORDINATED WITH THE ENGINEER OFRECORD AS REQUIRED BY THE BUILDINGCODE OFFICIALS. INSTALLATION SHALL BEIN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.

ROOF RAFTER SUPPORT




POINT LOAD TRANSFER



ROOF SYSTEM

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RALEIGH, NC 27617919.480.1075

[email protected]

SECOND FLOOR CEILING FRAMING PLAN - ASCALE: 1/4" = 1'-0"

SECOND FLOOR CEILING FRAMING PLAN - BSCALE: 1/4" = 1'-0"

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(2) 2"x8"(2) 2"x8"

(2) 2"x8"(2) 2"x8"(2) 2"x8"

ROOF RAFTER SUPPORT




POINT LOAD TRANSFER





2. ALL BEARING HEADERS TO BE (2) 2"x 6"SUPPORTED W/ MIN. (1) JACK AND (1) KINGEACH END U.NO.

3. ALL NON BEARING HEADERS TO BE (2)2"x4'U.NO.

4. PROVIDE CONTINOUS BLOCKING THROUGHSTRUCTURE FOR ALL POINT LOADS.

5. ALL HANGERS AND CONNECTORS SPEC'D ARETO BE SIMPSON STRONG TIE OR EQUIVALENT.

6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY.LARGER MEMBERS MAY SUBSTITUTED ASNEEDED FOR EASE OF CONSTRUCTION.

7. ALL EXTERIOR WALLS TO BE FULLY SHEATHEDWITH 7/16" OSB

8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PTATTACHED AT TOP AND BOTTOM USINGSIMPSON (OR EQUIV) COLUMN BASE OR SSTA24 BRACKETS. TRIM OUT PER BUILDER.

9. REAR PORCH COLUMNS TO BE MIN. 4X4 PTATTACHED AT BOTTOM USING SIMPSON (OREQUIV) ABA44 AND AT TOP USING CS 16STRAPPING (12" MIN.) TO PORCH HEADER/BAND.

10. WHEN A 4 PLY LVL IS USED ATTACH WITH (1) 1/2" Ø BOLT 12" O.C. STAGGERED TOP AND BOTTOM, 1 1/2" MIN. FROM ENDS.

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RALEIGH, NC 27617919.480.1075

[email protected]

13'

13'-14'

10'

10'-12'

WALL BRACE REQUIREMENTS

REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________

PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________

REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________

PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________

-MINIMUM PANEL WIDTH IS 24"-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE DETAIL SHEET DTWB (DTWB2 - HIGH WIND)

SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PERANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OFBRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/SIMILAR LENGTH AND NAILING PATTERN)

24"WSP

SCALED LENGTHOF WALL PANELAT LOCATION

NUMERICALLENGTH OF PANEL

PANEL TYPE

48"WSP

24"WSP

48"WSP

24"WSP

24"WSP

24"WSP

FIRST FLOOR WALL BRACING PLAN - ASCALE: 1/4" = 1'-0"

FIRST FLOOR WALL BRACING PLAN - BSCALE: 1/4" = 1'-0"

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"GB

48"GB

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"WSP

24"WSP

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RALEIGH, NC 27617919.480.1075

[email protected]

9'

9'-10'

7'

7'-12'

WALL BRACE REQUIREMENTS

REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________

PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS SHORT SIDE = _________

REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________

PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACINGPANELS LONG SIDE = _________

-MINIMUM PANEL WIDTH IS 24"-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE DETAIL SHEET DTWB (DTWB2 - HIGH WIND)

SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PERANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OFBRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/SIMILAR LENGTH AND NAILING PATTERN)

24"WSP

SCALED LENGTHOF WALL PANELAT LOCATION

NUMERICALLENGTH OF PANEL

PANEL TYPE

SECOND FLOOR WALL BRACING PLAN - ASCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

48"WSP

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

24"WSP

48"WSP

48"WSP

48"WSP

48"WSP

48"WSP

SECOND FLOOR WALL BRACING PLAN - B

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RALEIGH, NC 27617919.480.1075

[email protected]

ATTIC VENTILATION

THE TOTAL NET FREE VENTILATING AREA SHALL NOT BELESS THAN 1 TO 150 OF THE AREA OF THE SPACEVENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTEDTO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND

IS PROVIDED BY VENTILATORS LOCATED IN THE UPPERPORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OFTHE REQUIRED VENTILATION PROVIDED BY EAVE ORCORNICE VENTS

SQUARE FEET OF ATTIC / 150 =924

6.16 SQUARE FEET OF NET FREE AREA REQUIRED

NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA

SCALE: 1/4" = 1'-0"ROOF PLAN - ASCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

ROOF PLAN - BSCALE: 1/4" = 1'-0"

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RALEIGH, NC 27617919.480.1075

[email protected]

3/4" = 1'-0"DROPPED PIER & GIRDER SECTION

1/2" = 1'-0"STEPPED DOWN CRAWL SECTION

3/4" = 1'-0"TYPICAL EXTERIOR WALL @ GARAGE

3/4" = 1'-0"

3/4" = 1'-0"FRONT PORCH SECTION

3/4" = 1'-0"CRAWL @ EXTERIOR WALL SECTION

2x6 P.T. SILL

VAPOR BARRIERCOVER w/6 MIL

R-19 BATT INSULATION

3/4" T.&G. O.S.B. DECKING

R-15 WALL ASSEMBLY

3/8" CDX SOFFIT

PER CODEANCHOR WALL

1"x4" FRIEZE

BRICK

NOTE:SLOPE GRADEAWAY FROM FTG.

8" CMU

4" CMU

JOISTSPER PLAN

END BAND

JOISTSPER PLAN

3/4" T.&G. O.S.B.

FILL CELLS


w/ MORTAR

DECKING

SEE PLAN FORGIRDER SIZE

OR PER PLAN

OR

PER

PLA

N

2x6 P.T. SILL

PIER PER PLAN


JOISTS PARALLEL TO WALL

2x6 P.T. SILL



R-15 WALL ASSEMBLY

PER CODEANCHOR WALL


8" CMU

4" CMU

BANDEND

JOISTSPER PLAN

BRICK2x6 P.T. SILL


R-15 WALL ASSEMBLY

PER CODEANCHOR WALL


8" CMU

4" CMU

JOISTSPER PLAN

BRICK



@ LOW GRADE

OR PER PLAN

OR

PER

PLA

N


1/2" DIA. ANCHORBOLTS PER CODE

MIN

.

BRICK

JOISTSPER PLAN

R-15 WALL ASSEMBLY



4" BRICK

2x SILL PLATE

2x WALL ASSEMBRY

FLUSH PIER & GIRDER SECTION

2x6 P.T. SILL


R-15 WALL ASSEMBLY

ANCHORS PER CODEBRICK WALL


8" CMU

JOISTSPER PLAN

BRICK



BRICK VENEER ELEV.

FILL CELLS w/

PER CODEWALL

8" CMU

8" BRICK

MIN

.

'S' TYPE MORTAR

1/2" EXP. JOINT

4" CONC. SLAB

4" CMU

8" CMU

MIN

.

4" BRICK

NOTE:1/2" DRYWALL SEPARATIONF/CLG. & HEATED AREA WALLS.


WALL

ANCHORPER CODEANCHOR WALL

JOISTSPER PLAN

ASSEMBLY

3/4" T.&G. OSBDECKING

INSULATIONR-19 BATT

2x6 P.T. SILL

8" CMUSTEPS TO GRADE

4" CONC. SLAB FLASHING

#67-or- #57 STONE

BRICKROWLOCK w/ 3/4"PROJECTION

2x WALL

3/4" = 1'-0"1 CRAWL @ EXTERIOR WALL SECTION

JOISTS PERPENDICULAR TO WALL3/4" = 1'-0"2 CRAWL @ EXTERIOR WALL SECTION 3

5 6 7 8

9

4

STEP DOWN PER GRADE

JOISTSPER PLAN

3/4" T.&G. O.S.B.

FILL CELLS


w/ MORTAR

DECKINGINSULATIONR-19 BATT

SEE PLAN FORGIRDER SIZE

OR PER PLAN

OR

PER

PLA

N

2x6 P.T. SILL

PIER PER PLAN


LAP JOISTS W/ BLOCKING B/T

3/4" = 1'-0"CANTILEVER CRAWL SECTION

REINF. PER PLAN

REINF. PER PLAN

6 MIL VAPOR BAR.

6 MIL VAPOR BAR.

1/2" SHEETROCK1" AIRSPACE

HOUSE WRAP

HOUSE WRAP HOUSE WRAP

HOUSE WRAP

HOUSE WRAP 1/2" SHEETROCK

1/2" SHEETROCK

1/2" SHEETROCK1/2" SHEETROCK

R-15 WALL ASSEMBLY

END BAND

PROVIDE CONT.FLASHING ANDWEEPHOLES ATMAX. 33" O.C. ASPER R703.

END BAND

WALL TIES @24" O.C. HORIZ.AND VERT.PER R703.7

24"

MIN

.

10"

2'-6"

6'-0" MIN.

4 1/

4"

8"

PER PLAN

8"

PER PLAN

1'-6

" M

IN.

20" min.

8"

1'-6

" M

IN.

8"

16"

1'-6

" M

IN.

PER PLAN

1'-6

" M

IN.

PER PLAN

1'-6

" M

IN.

10"

2'-6"

1'-6

" M

IN.

2'-0"

PER PLAN

103/4" = 1'-0"DECK ATTACHEMENT

��"d�� GAL�� BOLTS �� ASHER � ��" O�C��OR BRICK �ENEER STRUCTURES�

��"d�� GAL�� BOLTS �� ASHER � ��" O�C��3� ��d GAL�� NAILS � �" O�C� AND

��" GAL�� BOLT�� ASHER

�LOOR �OIST

BAND MATERIALTREATED BAND

AS RE��DSILL �LATE

�ANCHOR NOT SHO�N�

�LOOR �OISTTREATED

�LASHING

DECKING

3"3"

MINIMUMINSULATIONR-19 BATT

MINIMUM

7/16" OSB SHEATHING 7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING

SEE PLAN

JC

ON

SU

LTIN

G

DE

SIG

NDS

CLIENT:

PROJECT:

LOCATION:










RALEIGH, NC 27617919.480.1075

[email protected]

SIMPSON H2.5AHOLD DOWN CAPACITYOF 535 POUNDS PERANCHOR

SIMPSON H2.5AHOLD DOWN CAPACITYOF 1070 POUNDS WITHTWO ANCHORS

PLAN VIEW

TOPPLATE

TRU

SS/R

AFT

ER

NOTES:ALL HOLD DOWN VALUES ARE BASEDON SPF LUMBER AND ARE FROMSIMPSON C-2011 CATALOG

RIM BOARD

SIMPSON MSTA15HOLD DOWN

FLOOR SHEATHINGBOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING

SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970POUNDS PER ANCHOR WITH (12) 10d NAILS.STRAP TO BE LOCATED AT EDGE OF BRACEDWALL PANEL.

A

A2

*

SIMPSON HUS26 HANGER -UPLIFT CAPACITY OF 1550POUNDS PER ANCHOR.ALLOWABEL VERTICALLOAD 2720.

K

SIMPSON H2.5AHOLD DOWN CAPACITYOF 535 POUNDS PERANCHOR

SIMPSON H2.5AHOLD DOWN CAPACITYOF 1070 POUNDS WITHTWO ANCHORS

PLAN VIEW

TOPPLATE

TRU

SS/R

AFT

ER

NOTES:ALL HOLD DOWN VALUES ARE BASEDON SPF LUMBER AND ARE FROMSIMPSON C-2011 CATALOG

RIM BOARD



(2)STUDS @ CORNER

WALL SHEATHING


A

A2

*

SIMPSON HUS26 HANGER -UPLIFT CAPACITY OF 1550POUNDS PER ANCHOR.ALLOWABEL VERTICALLOAD 2720.

K

�� BRACE ATMID �ALL HEIGHT

�� d NAILSAT S�LICE

�� STUDS� ��" O�C�

RA�TER

��-�" MINIMUMO�ERLA�

HURRICANE CONNECTORSIM�SON H� OR E�UAL

�RA�TERS �ER�ENDICULAR TO �OISTS�

STUD �ALL

RA�TERS S�ACE TIES � ��" OC �HEN KNEE �ALL IS NOT INSTALLED�

�� RA�TER TIE �� DEG�� " OC �� d NAILS � EACH CONNECTION

CEILING �OISTS �C��AS S�ECI�IED

�� LATE O�ER MINIMUM �� C��ATTACH TO EACH C� �� d NAILS�� LATE SHALL BE CONTINUOUS TOBEARING SU��ORT UNLESS �LOORIS SHEATHED � ITH �L��OOD�

��" LONG �MIN� �� LATEATTACHED TO �� BOTTOM �LATE�� RO�S O� ��d NAILS AT �" O�C�SEE �LAN

3/4" = 1'-0"6 RAFTER KNEE WALL TIE DOWN

RA�TERS

SEE �LAN

STUD �ALL

S�ACE RA�TER TIES AT��" O�C� �HEN KNEE �ALLIS NOT INSTALLED �UNO�

�� RA�TER TIES � ��"OC �� d NAILS ATEACH CONNECTION

CEILING �OISTSOR LOOKOUTS

KNEE �ALLAS RE��D

3/4" = 1'-0"5 RAFTER KNEE WALL TIE DOWN

3/4" = 1'-0"1 RAFTER TOP PLATE TIE DOWN

�RA�TERS �ER�ENDICULAR TO �OISTS�

STUD �ALL

RA�TERS

�� RA�TER TIE �� DEG�� " OC �� d NAILS � EACH CONNECTION

CEILING �OISTS �C��AS S�ECI�IED

�� LATE O�ER MINIMUM �� C��ATTACH TO EACH C� �� d NAILS�� LATE SHALL BE CONTINUOUS TOBEARING SU��ORT UNLESS �LOORIS SHEATHED � ITH �L��OOD�

��" LONG �MIN� �� LATEATTACHED TO �� BOTTOM �LATE�� RO�S O� ��d NAILS AT �" O�C�

3/4" = 1'-0"3 RAFTER JOIST PLATE TIE DOWN

RA�TERS�� RA�TER TIES � ��"OC �� d NAILS ATEACH CONNECTION

3/4" = 1'-0"2 RAFTER JOIST PLATE TIE DOWN

RA�TERS

STUD �ALL

3/4" = 1'-0"4 RAFTER VAULTED CEILING TIE DOWN

3/4" = 1'-0"7 RAFTER SPLICE - ATTIC K.W.

CEILING �OISTSLOOKOUTS

��-�" O�ERLA�AT S�LICE I�

RE�UIRED

RA�TERS

ROO� BEAM AS S�ECI�IED

ROO� SU��ORT KNEE �ALL AS RE��D

�� d NAILS AT S�LICE

HURRICANE CONNECTORS

3/4" = 1'-0"8 ROOF BEAM

HURRICANE CLI� �H��UNLESS OTHER� ISE NOTED�

DOUBLE TO� �LATE

RA�TERS

�� RA�TER TIES � ��"OC �� d NAILS ATEACH CONNECTION

DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE

SEE BELOW FOR TIE DOWN METHOD

STUD �ALL

DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE

SEE BELOW FOR TIE DOWN METHOD

STUD �ALL

JC

ON

SU

LTIN

G

DE

SIG

NDS

CLIENT:

PROJECT:

LOCATION:










RALEIGH, NC 27617919.480.1075

[email protected]

METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTIONNTS

2

1" = 1'-0"TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING1

4'-0"

4'-0"

4'-0"

4'-0"

** IN LIEU OF THE CORNER RETURN, A HOLD-DOWN DEVICE WITHA MINIMUM UPLIFT DESIGN VALUE OF 800# SHALL BE FASTENED TOTHE CORNER STUD AND TO THE FOUNDATION OR FRAMING BELOW.

WOOD STRUCTURAL PANELSTRENGTH AXIS

TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2

FASTEN HEADER TO KING STUD WITH(6) 16d SINKER NAILS (TYP)

2'-0" TO 18'-0"

EXTENT OF HEADER

3/8" MIN THICKNESS WOODSTRUCTURAL PANEL SHEATHING

FOR 12" TO 16" WING WALL WIDTHSSHEATH INTERIOR & EXTERIOR

OR MIN. 4000# WITH PONY WALLSTRAP ON BOTH SIDES OF OPENING- INSTALLED ON BACKSIDE OF WALLFOR 12" TO 16" WING WALL WIDTHS

APPLY STRAP BOTH SIDES

MIN 3"x11.25" NET HEADERHEADER SHALL OCCUR AT TOP OF WALL

ANCHOR BOLTS PERSECTION R403.1.6

(TYP)

MIN. (2) 2x4(TYP)

FOR PANEL SPLICE (IF NEEDED),PANEL EDGES SHALL BE BLOCKED,

AND OCCUR WITHIN 24" OF MID-HEIGHT.(1) ROW OF TYP. SHEATHING-TO-FRAMING

NAILS ARE REQUIRED IN EACH PANEL.

GARAGE CORNER DETAILPER FIGURE R602.10.3(4) b(TYP)

LENGTH BASED ON

FASTEN SHEATHING TO HEADER WITH 8dCOMMON NAILS IN 3" GRID PATTERN ASSHOWN AND 3" O.C. IN FRAMING AS SHOWN(STUDS AND SILLS) (TYP)

FASTEN TOP PLATE TO HEADER WITH(2) ROWS OF 16d SINKER NAILS @ 3" O.C.(TYP)

OPT. BLOCKING FORGYPSUM WALLBOARD

C) GARAGE DOOR CORNER

8d NAILS @ 6" O.C.(PANEL EDGES)

MIN. 24" WOODSTRUCTURAL PANEL**

OPT. NON-STUCTURALFILLER PANEL

16d NAILS (2)ROWS @ 24" O.C.

CONTINUOUS WOODSTRUCTURAL PANEL

GYPSUM WALLBOARD(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.(INTERMEDIATE SUPPORTS)


B) INSIDE CORNER DETAIL



16d NAILS@ 12" O.C.


w/ CHAPTER 7)


A) OUTSIDE CORNER DETAIL



OPT. NON-STUCTURALFILLER PANEL

16d NAILS@ 12" O.C.



w/ CHAPTER 7)


WALL HEIGHT, ft.

PANEL LENGTH, in.

8

16

9

18

10

20

11

22

12

24

WITH 2"X2"X3/16" PLATE WASHER

4' MAX PONY WALL HEIGHT

RIM BOARD



(2)STUDS @ CORNER

WALL SHEATHING


RIM BOARD



(2)STUDS @ CORNER

WALL SHEATHING


MIN. 1000# HEADER-TO-JACKSTUD

NOT APPLICABLE TO 119 DUNSTAN

DBC 3 - RIGHT HAND KITCHENdbcstorage.com/lots/DBC-0119-PLAN.pdf · 2018-08-01 · hanger laminated...

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Transcript of DBC 3 - RIGHT HAND KITCHENdbcstorage.com/lots/DBC-0119-PLAN.pdf · 2018-08-01 · hanger laminated...