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4 FIRST FLOOR SHEAR WALL AND FOUNDATION PLAN
il4"= 1' 0"
TOP OF UN IT SLAB = 0'-0" (DATIIM)
REFERENCE
DENOTES 2"SLAB RECE55
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SHEAR WALL HOLDOWN/ END STIID SCHEDIILE
HOLDOWNID(ON HOLDOWNSPEG MINREp'DEND ANCHORBOLT
PLAN) STUDS DIAJEMBED
� (1)HDU4-SDS2S p 518"0/4"
NOTES:
1. HOLDOWNSARESIMPSONPRODIICTS,SIIBSTITIITIONSSHALLBEAPPROVEDBV
ENGWEER.
2. REF SECTIONS 8 DETAILS FOR FURTHER REO'MENTS.
3. ALL STUDS SHALL BE N2 SPF OR BETTER (TVP U.N.0).
SHEARWALLSCHEDULE
SHEARWALL SHEATHING EDGENAILING FIELDNAILING SHEAR
SWA (1)�/16"WSP Bd@6"OC Bd@12"OC 336
SHEAR WALL NOTES'.
1. 'WSP"DENOTESWOODSTRUCTURALPANEL(OSBORPLVWOOD).
2 BLOCKALL UNSUPPORTED EDGES WITH 2x MATERIAL UNO. FRAMING AT
ADJOINING PANEL EDGES SHALL BE 3x OR WIDERAND NAILS SHALL BE STAGGERED
WHERE �Otl NAILING IS 3" OC OR LESS OR Btl NAILING IS 2" OC OR LESS (UNO)
3 EXTERIOR WALLS NOT DESIGNATEDAS SHEAR WALLS SHALL MEET RE�UIREMENTS
INDICATED FOR SHEAR WALL'SWA' AS INDICATED IN THE SCHEDULE ABOVE.
4. SHEAR WALL LENGTHS WHERE NOTED ARE MINIMUM. DO NOT LOCATE HOLD
DOWNS FROM THESE DIMENSIONS. SEE ARCH DWGS FOR ACTUAL WALL LENGTHS.
5. EDGE FASTEN WALL PLV TO STUDS OR POSTS WITH HOLD-DOWNS.
6. EDGEFASTENERAPPLIESTOFASTENINGATALLEDGESOFPANELS,TOPAND
BOTTOM PLATES. AND BLOCKING.
1. RELDFASTENERAPPLIESTOFASTENINGATSTUDS.
8. (1) DESIGNATES SHEATHING RE�UIRED ON i FACE OF WALL (2) DESIGNATES
SHEATHING RWUIRED ON 2 FACES (EA FACE) OF WALL.
9. SHEARLOADSAREALLOWABLEWINDLOADS.
10. ATTACHPLVWOODTOINTERIORSIDEOFWALL.
51 LL PLATE ANCHORAGE SCHEDULE
SHEAR WALL BASE MATERIAL 8 ANCHOR REO'MENTS
WOOD� CONCRETE6
SWA3 4-(0.131"0x325' LG) 5/8"0 TITEN HD @ 48" OC (REF DET4/5100)
COMMON NAILS
NOTES:
1. RE�UIREDANGHORAGEPERI6".
2. REFERENCE SECTIONS & DETAILS FOR FURTHER RE�UIREMENTS.
3. SWAATTACHMENTREO'MENTSAPPLICABLETOALLEXTERIOR(ANDINTERIOR
BEARING) WALLS NOT DESIGNATED AS SHEAR WALLS.
4. RE�UIREDANCHORAGEPERI2".
5. PAF OPTION IS ONLV ACCEPTABLE FOR INTERIOR WALLS (NOT EDGE OF SLAB).
6. SIMPSON MASA ANCHORS MAV BE SUBSTITUTED AT SAME SPAQNG.
EXTERIOR WALL SHEATHING:
ALL EXTERIOR WALLS SHALL BE SHEATHED W/ ]/16" WOOD
STRUCTURAL PANELS AND FASTENED TO WOOD STUDS WITH Bd
NAILS AT 6" O.G ALONG PANEL EDGES AND 12" O.G IN THE FIELD
(UNLESS NOTED OTHERWISE)
CONTROL JOINT NOTE�.
CONTINUOUS FOOTINGS AND ROOR SLABS SHALL HAVE KEVED CONSTRUCTION
JOINTS SPACED AT 60'-0" MAXIMUM ON CENTER EACH WAV. CONTROL JOINT
SPACING SHALL NOT EXCEED 15 FEET EACH WAV, AND SLAB UNITS CREATED BV
JOINT LAVOUTS SHOULD BE AS S�UARE AS POSSIBLE WITH A MAXIMUM ASPECT
RATIO OF 125 TO 1. (REFERENCE DETAI L 3/5100 FOR CONTROL JOINT REO'MENTS.
SLAB CONSTRUCTION
4" CONCRETE SLAB RE WFORCED WITH FlBERMESH (OR Bx&W� 4xW�A RAT SHEETS)
OVER VAPOR BARRIER AND COMPACTED STRUCTURAL RLL MATERIAL. REFERENCE
GEOTECHNICAL REPORT FOR SUBGR4DE PREPAR4TION AT BUILDING PAD.
SW DENOTES SHFAR WALL, REF SCHED THIS SHT
-- DENOTESSHEARWALLLOCATION
�DENOTES SHEAR WALL HOLDOWN (REF SCHED THIS SHT)
ALL �IMENSIONS ARE TO FACE OF STII� (lINO)
DO NOT SCALE DRAW INGS
REFERENCE A-DWGS FOR ALL DIMENSIONS NOT ON PLAN
REFERENCE ARCHITECTURAL DRAWINGS FOR ALL SLAB
SLOPINGBRECESS WFORMATION. COORDINATEDWITH
ARCHITECTURALAND PLUMBING DRAWINGS FORALL DRAIN
AND STUB UP LOCATIONS.
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BRITT PETERS
A 5 5 O G I�A T E 5
consW�ing en9lneer
1100 Queensborough Blvd.
Sui[e 202
ML Pleasan[, SC 29464
(843) 284-0400
BPA Job No. 190668
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08-21-2019
FOUNDATI ONI
°AR WALLPLF
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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onrE: 12/12/19
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REFERENCE
CUPOLA SHEAR WALL PLAN
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