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5865 OWENS DRIVE
<br /> PLEASANTON, CA 94586
<br /> 925-251-7200
<br /> '7-..1 2 2.5
<br /> 43'-10"
<br /> 1 1' 1/11" Il'-10" 4'- q'-O" 4'-0" ELEVfiEn
<br /> L=13.5' L=q'
<br /> I
<br /> D———————————————— —— ——————
<br /> r--------- ------ ------------------------ ------
<br /> ---- ----, I
<br /> A
<br /> I I I I <L=10'
<br /> I I
<br /> FTG.
<br /> I I I I W
<br /> [4,
<br /> 2'-0" FTG. I I 501 w
<br /> - TYP,
<br /> LL
<br /> Cn
<br /> SHEAR HALL SCHEDULE (201(b GBG) 51M. SDI i I IIIT I 2 Z
<br /> NAILING CAPACI TY(P,L.F)
<br /> BANCHOR Z I I SDI 7
<br /> SYMBOL TYPE SILL (3) COMMENT WIND SEISMIC I I I I � �Q
<br /> SHEAR WALL l2J
<br /> U
<br /> ATTACHMENT BOLTS
<br /> 15/32" G ^
<br /> DX I I r C/J W
<br /> Q PLYWOOD IOd @ 6:6:12 20d ® q" O.G. 48" O.G. (5) 350# 310# I II J , ..
<br /> OR O.S.B. B I 06
<br /> 15/32" GDX 505 1/4x6" I 3:
<br /> L
<br /> QPLYWOOD IOd ® 4:4:12 5GREW5 ® 24" O.G. (4)(5) 640# 460# L I 2 O
<br /> OR O.S.B. 10" O.G. 1 2 I
<br /> ZQ
<br /> FOOTNOTES: I I 8 L r J -/
<br /> I I s01 I I N 7 U
<br /> Z
<br /> 1. 5/8" DIAMETER x 10" LONG ANCHOR BOLT5, OR 5/8" x 6" TITEN HO BOLT5. U5E 3" x 3" x 1/4" I I 4'-O" SQ x 18" FTG. O
<br /> PLATE WASHER V4113116" WIDE x 1 3/4" LONG DIAGONALLY SLOTTED HOLE (OR 5IMP50N I FTTGCT I I W/ (6) #5 EA. WAY O
<br /> BP55/5-3) W/ STANDARD GUT WASHER BETWEEN PLATE WASHER AND NUT AT EACH ANCHOR i I . I I p C) C)
<br /> BOLT. PLATE WA5HER5 ARE TO EXTEND TO WITHIN 1/2" OF THE 5HEARWALL 51DE OF SILL I I r J
<br /> PLATE, LARGER PLATE WASHERS MAY BE U5ED AT SILL PLATES WIDER THAN 3 1/2" TO I I I I —
<br /> COMPLY.
<br /> 2. COMMON NAILS, HAND 5ET, DO NOT GRU5H FACEPLY, (IE. 6:6:12 = (0" O.G. BOUNDARY, 6" O.G.
<br /> EDGES, 12" O.G. INTERMEDIATE FRAMING).
<br /> 3. REFER5 TO THE SILL PLATE ATTACHMENT TO FRAMING BELOW (OR RA15ED WOOD FLOOR)
<br /> CONDITION.
<br /> 4, U5E 3x MEMBERS AT PANEL JOINTS. STAGGER NAILING 1/2" AT ALL PANEL EDGE5. I I I I O
<br /> 5. BLOCK ALL EDGES. 7
<br /> 6, U5E 3x SILL PLATES 1,4/ 12" LONG ANCHOR BOLT5, OR 5/8" x 6 I/2" TITEN HD BOLTS. I I I I Z
<br /> I I I I
<br /> I I I I
<br /> I I I
<br /> 501
<br /> HOLD-DOWN SGHEDULE (201(o GBG) I I I I 4'-0" 50 x 15" FTG.
<br /> W/ (6) #5 I EA. WAY I I
<br /> 4 FASTENERS ANCHOR TYPE 4" 5 PAB DIMENSIONS BLDG DEPT.
<br /> I
<br /> 3 ' I I I I '
<br /> MARK MODEL P05T ANCHORIt
<br /> NUMBER SIZE SCREWS BOLTS DIAMETER SLAB EDGE STEM Wde) 11INIMUM ALL MMINIMUM I I r J L
<br /> I I 2 1 I REVISIONS
<br /> HDU2 4x 6) 5051/4"x2 1/2" ------ 5/8" 55TB16 55TB24 ---- ---- G
<br /> 10 I I I I I Q1 OWNER CHANGES 12/17/19
<br /> ❑D HDUB bx 20) 5051/4"x2 1/2" ------ l/8" 55T528 5B 1/8 x 24 ---- I 2
<br /> NOTES: L=34'>
<br /> Tri
<br /> 1, SEE IGC-ESR AND 5IMP50N CATALOG FOR INSTALLATION INSTRUCTIONS AND 5TU1?5OLT5/NAIL5/5CREW5. 2 ,
<br /> 2. PROVIDE A MINIMUM OF 1 3/4" EDGE D15TANGE TO THE 5TEMWALL/FOOTING. I ( I I 501
<br /> 3. P05T 51ZE INDIGATE5 MINIMUM 51ZE OF DOUGLAS FIR P05T IN THE DIRECTION OF HOLD-DOWN, WIDTH OF
<br /> P05T TO MATCH WALL THICKNESS,
<br /> 4. ALL HARDWARE TO BE BY 5IMP50N STRONG-TIE. I I I A
<br /> 5, U5E 55TBL MODELS AT 3x SILL PLATE CONDITIONS,
<br /> 6, DEEPEN BOTTOM OF FOOTING FOR A LENGTH OF 12" (UNLESS OTHERWISE NOTED), A5 REQUIRED TO
<br /> ACCOMMODATE 3" FROM BOLT TO BOTTOM OF FOOTING.
<br /> 1. AT RA15ED WOOD FLOOR APPLICATIONS, PROVIDE SOLID BLOCKING UNDER P05T WITH SAME 51ZE P05T,
<br /> I I I I sDl
<br /> 5EE DETAIL "B"
<br /> 8. 4" MIN, END 015TAN6E AT CORNER LOCATIONS. &" MAX CURB HEIGHT, I I I'-3" FTG.
<br /> q, WIDEN AND DEEPEN FOOTING A5 REQUIRED FOR ANCHOR BOLT5. I I -TYP.
<br /> 10. MIN, 8" 5TEMWALL WIDTH, FOR 6" STEM WALL WIDTH, U5E PAB1 PER E I I I I A
<br /> 11, 5" MIN, END DISTANCE AT CORNER LOCATIONS. J71
<br /> 12, SEE DETAIL "C"
<br /> I I
<br /> I
<br /> I I
<br /> I
<br /> WALL / LINE LEGEND:
<br /> (5EE PLAN FOR WIDTH)
<br /> P05T I I I I 2x STUDS BEARING WALLS 771
<br /> 51ZE I 3
<br /> 2x STUDS NON-BEARING WALLS 1 7_71
<br /> HOLD-DOWN POST
<br /> SEE NOTE 3 �` I I - - I I [ 0Z Q F F Q Q D
<br /> 9 ilk
<br /> SHEAR WALLS 7771
<br /> - - - - - - - - - - - i 5 o o " F" STREET
<br /> TYP, J I I I I A MODESTO , CA 9 5 3 5 4
<br /> HOLD-DOWN FOOTING LINES
<br /> I I 2'-0" FTG. - - - - - - - - - - -
<br /> 501 I I TYP. TEL. (209) 5 7 2-4 4 3 0
<br /> P.T. SILL PLATE TOP OF SLAB I I I FAX. (z o 9) 5 7 2-4 4 3 6
<br /> OR STEM WALL '
<br /> � I L� —� I INDICATES SHEAR WALL TYPE, LOCATION AND LENGTH, WWW. M O Z A F F A R I . N ET
<br /> p ----------------- ----------------- --- 1--- ------- I Q 5EE SHEAR WALL SGHEDULE ON SHEET 51 FOR
<br /> INFORMATION.
<br /> I ------------ r---------------IF r— --------- I
<br /> INDIGATE5 HOLD-DOWN LOCATION AND TYPE. QgOFE S S/ON
<br /> D a
<br /> SSTB ANCHOR D D D D ttJ D 5EE HOLD-DOWN SCHEDULE ON SHEET 51 FOR w� MOZ4 ql
<br /> (SB ANCHOR SIMILAR) 2 O I INFORMATION, �w��p4 9���✓
<br /> L-q 501 L-10 501 L=8.5'
<br /> �, w No. S 3959
<br /> Sim. N � Exp. 3/31/21 Pu
<br /> 4'-0" 10'-4" 4'-0" q._ 4'-0"
<br /> v
<br /> 9 UCTv�P�`Q
<br /> of cnLii
<br /> d
<br /> 44'-4"
<br /> SEE NOTE 6 FOUNDATION NOTES:
<br /> 12"
<br /> FOUNDATION KEYED NOTE5. (SHOWN A5 THU5: O ) JOB NO. 19-8165
<br /> SSTB/55 ANCHOR A. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWING5. DRAWN EM
<br /> @ SLAB / STEM I, FLOOR SLAB TO BE 6" MIN. W/ #4 @ 12" O.G. E.W. CENTERED
<br /> B. ALL HOLD-DOWN BOLT5 TO BE TIED IN PLACE PRIOR TO IN SLAB 0/ 15 MIL. VAPOR BARRIER O/ 4" GLEAN CRUSHED
<br /> FOUNDATION INSPECTION, ROCK O/ TREATED 501L PER GEOTECHNICAL REPORT 5EE CHECK JKE
<br /> SHEET 5NI FOR REPORT INFORMATION.
<br /> G. VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION,
<br /> NOTIFY ENGINEER OF ANY DI5GREPANCIE5. 2. 6x6 DF#I COLUMN, DATE OCT. 2019
<br /> D. 5EE SHEET 5NI FOR STANDARD STRUCTURAL NOTES AND 3. PROVIDE CRACK CONTROL JOINTS A5 SHOWN IN
<br /> GEOTECHNICAL INFORMATION. ARCHITECTURAL PLANS. SEE DETAIL 4/501.
<br /> E. 5EE DETAIL 5/501 FOR PIPE THRU FOOTING,
<br /> SHEET
<br /> FOUNDATION PLAN-
<br /> si
<br /> SCALE:1/4"=F-0"
<br /> PRINTED 12/17/2019
<br />
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