ADDRESS: 3500 LOADSTONE DRIVE INTERIOR REMODEL / ADDITION SHERMAN OAKS, CA OWNER: JASON LUI. Sheet S0.0 CONNECTION NAILING.

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1 CONNECTION NAILING Q:\EZ-PLANS\EZ Projects\EZPCF_BOD.jpg S0.0

2 Q:\EZ-PLANS\EZ Projects\EZPCF_BOD.jpg 3 SEA ALL SCEDULE & NOTES 2 SLAB ON GADE DETAIL NOTES AND SYMBOLS OLDON SCEDULE FOUNDATION SCEDULE TYPE OLDON POST ANCO BOLT BG PLATE DU2 X POST DF#1 PAB5 BPS 5/8-3 DU5 X POST DF#1 PAB5 BPS 5/8-3 DU8 X POST DF#1 PAB7 BP7/8 S1.0

3 Q:\EZ-PLANS\EZ Projects\EZPCF_BOD.jpg JOIST SCEDULE NOTES AND SYMBOLS OOF BEAM SCEDULE TYPE DESIGNATION TYPE DESIGNATION J1 1 J2 2 J3 3 J J5 B1 B2 CJ1 B3 CJ2 B B5 B6 S1.1

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6 5" le 11 1 " MAX. EMBED LINE 6" SSTB28 MINIMUM SSTB ANCO EQUIEMENTS OOD STONG- ALL MODEL S16 S22 S18 S2 S32 S8 1, 3, SLAB ON GADE - GAAGE CUB (CONE AND STEP - DON END) SSTB28 SSTB28 2 NUT AND PLATE ASE PE-INSTALLED DQ8 OLDON AT EADE, FIELD NAIL TU SEATING AND METAL STIP IT 10d COMMON NAILS O 16d SINKES AT LOCATIONS MAKED BY PAINTED DOTS TOP OF PANEL NOTE: LOAD PAT DESIGN AND DETAILS ABOVE EADE TO BE POVIDED BY OTES " USE 3/8 PLYOOD/OSB SIM UNDE STAP EN EADE IS 3-1/8 GLB " FULL LENGT GAAGE EADE MINIMUM SIZE SALL BE: x 12 DFL 3 1/8 X 12 GLB ALTENATE EADES ALLOED. SEE ICC EPOT. 3/8 SIM AT 3 1/8" GLB SEE DET. 10 ga. STAP-SEE DET. FOUNDATION SLAB NOT SON FO CLAITY 1 1 2" 12" " TYP. 16" 3" CL. NOTES: 1. ADDITIONAL APPLICATIONS MAY USE TE SSTB EE TE DEMAND UPLIFT FOCE IS LESS TAN TE ALLOABLE SSTB LOAD SON IN ICC-ES ES S18X8, S2X8, S32X9, S8X8/9/10 UNDE SEISMIC LOADING MAY USE SSTB28 IT NO LOAD EDUCTIONS. MAXIMUM UPLIFT FO ALL OTE MODELS SALL BE LIMITED TO 10,085 LBS. (IND AND SDC A&B), AND 8,75 LBS. (SDC C-F). 3. FOUNDATION DIMENSIONS AE FO ANCOAGE ONLY. FOUNDATION DESIGN (SIZE AND EINFOCEMENT) BY OTES. TE EGISTEED DESIGN POFESSIONAL MAY SPECIFY ALTENATE EMBEDMENT, FOOTING SIZE O ANCO BOLT.. SEE ICC-ES ES-2611 FO ADDITIONAL SSTB INFOMATION. ALL TEAD OD COUPLE NUT ITNESS OLES VISIBLE FO INSPECTION 5/8" DIAMETE ANCO BOLT BEAING PLATE / SDS 1/ x 2 1/2" SCES POVIDED IT ALL. STONG-ALL POST. STUD SOE NOT SON FO CLAITY. EADE (BY OTES) PANEL SEATING PEIMETE METAL U-CANNEL EADE 1/2" SIM IS POVIDED IT ALL, BUT IS NOT EQUIED NOTE: POSITION EADE FLUS AGAINST STONG-ALL SEATING. FIELD NAIL 10ga STAP TO POST & EADE IT (10) 10d COMMON NAILS O (10) 16d SINKE NAILS AT TOP AND BOTTOM OF EAC STAP. SDS 1/" X 6" SCES SEATING TO EADE SEE DET. 3 SDS1/"x6" SCES " TOP PLATES OF STONG-ALL SSTB ANCOAGE 1 POTAL ALL SILL 2 TOP OF ALL CONNECTION 3 TOP OF ALL CONNECTION " POTAL ALL SECTION 5 FULL LENGT GAAGE EADE MINIMUM SIZE SALL BE: 6 x 12 DFL 5 1/8 X 12 GLB ALTENATE EADES ALLOED. SEE ICC EPOT. SEATING TO EADE SEE DET ga. STAP-SEE DET. TOP PLATES OF STONG-ALL SINGLE POTAL SYSTEM LSTA2 STAP () AT BEAM TO POST 8' 16' " MAX. (3)-LTP AT SUPPOT POST TO STONG-ALL POST C L BEAM SPLICE DAG TIE ACOSS BEAM SPLICE DOUBLE POTAL SYSTEM EADE SEE 5 DETAIL O 16' " MAX. 6 LSTA2 STAP () AT BEAM TO POST 8' 16' " MAX. EADE SEE 5 DETAIL O 6 EADE SUPPOT POST 1" MAXIMUM DIAMETE OLE IN FAMING MEMBES. ONLY ONE OLE PE MEMBE. IDT EQ. EQ. TYP LOCATION OF OLE 7/8" (MAX) DIA. OLE ONLY ONE OLE IN SEATING CL 7 8 " SEATING 3" 1" (MAX) DIA. OLE TOUG CENTELINE OF POST. ONLY 1 OLE PE POST IN COSS ATCED AEA (TYPICAL EAC POST) SDS1/"x6" SCES EADE SUPPOT POST CUB STD10 OLDON () (1) - 1" (MAX) DIA. OLE TOUG CENTELINE OF BLOCKING 12" COLUMN BASE COLUMN BASE 1" 5 3 " 5.75" POTAL ALL SECTION 6 SINGLE & DOUBLE POTAL ASSEMBLY 7 SINGLE POTAL ASSEMBLY 8 16" & 22" POTAL ALL OPENINGS 9 de 5" 3" CL. SLAB ON GADE FOUNDATION 6" = " MAXIMUM IT PAB7-30 ANCO BOLT EN de = 10" = " MAXIMUM IT PAB7-36 ANCO BOLT EN de = 10" L 5" Le PAB7 7 L 5" de 3" CL. CUB O STEMALL FOUNDATION 7/8" DIAMETE ANCO OD MODEL # L(in) Le(in) PAB PAB PAB PAB PAB7 SIMPSON STONG-ALL SEISMIC IND 3 7 8" TYP. S S = ALL LENGT MINUS 7 3 " SEE TABLE BELO FO DIMENSIONS FOUNDATION PLAN VIE FOUNDATION DIMENSIONS FO STONG-ALL ANCOAGE CONDITION CACKED UNCACKED CACKED UNCACKED ASD ALLOABLE UPLIFT (lbs) SLAB O CUB AND SUOUNDING FOUNDATION NOT SON FO CLAITY (in) OLDON ANCO MUDSILL ANCOAGE. NOT SON FO CLAITY de (in) 11, , , , , , , , , , , SAB7/8 TOP OF CONCETE 5/8" DIA. MUDSILL A.B. 3" 1/2" STI INTEIO TEMPLATE (FO 2x ABOVE CONCETE) SAB7/8 5/8" DIA. MUDSILL A.B. SAB7/8 1" MAX. ST EXTEIO TEMPLATE (FO 2x FOM BOADS) SAB7/8 TOP OF CONCETE 5/8" DIA. MUDSILL A.B. SAB7/8 EFE TO TE CUENT SIMPSON C-S CATALOG FO TEMPLATE SELECTION CAT. SAB7/8 NOTE: ALL NECESSAY ADAE, FO PANEL INSTALLATION, IS PE-ATTACED O POVIDED. EXCEPT FO TEMPLATE AND ANCO BOLTS. FULL LENGT GAAGE EADE PE DETAILS 5 & 6 EQUIED MOISTUE CONTENT IS 19% O LESS AT TIME OF INSTALLATION GAAGE EADE OUG OPENING EIGT MODEL CUB /O SIM* IT SIM* S16x7x S16x7x6 6" 7'-0" 7'-0 1/2" S22x7x S22x7x6 7" 7'-1" 7'-1 1/2" S16x8x S16x8x6 6" 8'-0" 8'-0 1/2" S22x8x S22x8x6 7" 8'-1" 8'-1 1/2" * 1/2" SIM POVIDED IT ALL SEE 9- O SEET SO FO ALLOABLE OPENINGS CONCETE DESIGN BY OTES GAAGE EADE OUG OPENING EIGT CUB T INSTALLATION OF PODUCT SALL BE DONE IN STICT CONFOMANCE TO TESE DAINGS AND TE STONG-ALL INSTALLATION GUIDE. MODIFICATIONS TO TIS PODUCT AND ASSOCIATED SYSTEMS O CANGES IN TE INSTALLATION METODS SON ON TESE DAINGS AND TE INSTALLATION GUIDE SOULD ONLY BE MADE BY A QUALIFIED ACITECT, CIVIL, O STUCTUAL ENGINEE. TE PEFOMANCE OF SUC MODIFIED PODUCTS O ALTEED INSTALLATION POCEDUES IS TE SOLE ESPONSIBILITY OF TE DESIGNE. EFE TO ICC-ES ES-1267 FO FUTE INFOMATION STONG-ALL SEAALL IS MANUFACTUED AND TADEMAKED BY "SIMPSON STONG-TIE COMPANY INC.", OME OFFICE: LAS POSITAS BOULEVAD, PLEASANTON, CA TEL: (800) , FAX: (925) "SIMPSON STONG-TIE COMPANY INC." IS AN ISO 9001 EGISTEED COMPANY. TE CONTACTO SALL VEIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PIO TO INSTALLATION OF ANY COMPONENTS FO TE STONG-ALL SYSTEM. IF ANY DISCEPANCIES AE FOUND, TEY SALL BE BOUGT TO TE ATTENTION OF TE POJECT ACITECT, POJECT ENGINEE O BUILDING DESIGNE FO CLAIFICATION PIO TO CONSTUCTION. TE CONTACTO SALL VEIFY TE POSITION OF TE STONG-ALL IN ELATION TO TE EST OF TE BUILDING SYSTEM AS SON ON TE POJECT DAINGS. USE OF TIS PODUCT IS SUBJECT TO TE APPOVAL OF TE LOCAL BUILDING OFFICIAL. TE BUILDING STUCTUE SALL BE DESIGNED IN ACCODANCE IT TE LATEST ADOPTED VESION OF TE BUILDING CODE AND ANY OTE LOCAL, STATE O FEDEAL EQUIEMENTS TAT MAY APPLY. VEIFY DESIGN EQUIEMENTS IT TE LOCAL BUILDING DEPATMENT. TIS PODUCT IS PAT OF TE OVEALL LATEAL FOCE ESISTING SYSTEM OF TE STUCTUE. DESIGN OF TE BUILDING'S LATEAL FOCE ESISTING SYSTEM, INCLUDING A COMPLETE LOAD PAT NECESSAY TO TANSFE LATEAL FOCES FOM TE STUCTUE TO TE GOUND, IS TE ESPONSIBILITY OF TE DESIGNE. SIMPSON STONG-TIE COMPANY INC. ESEVES TE IGT TO CANGE SPECIFICATIONS, DESIGNS AND MODELS ITOUT NOTICE O LIABILITY FO SUC CANGES. ALL ADAE CALLED OUT IS SIMPSON STONG-TIE. STONG-ALL POTAL ALLS 1 1 2" NUT PLATE ASE NUT PAB7 ANCO BOLT NOTES: 1. SEE 11- FO DIMENSIONS AND ADDITIONAL NOTES. 13, NOTES: 1. ANCOAGE DESIGNS CONFOM TO ACI APPENDIX D AND ASSUME MINIMUM f'c=2,500 PSI CONCETE, ASTM A307 O ASTM F155, GADE 36 ANCO ODS AND NO SUPPLEMENTAY EINFOCEMENT. IG STENGT ANCOAGE DESIGN BY OTES EN EQUIED. 2. SEISMIC INDICATES SEISMIC DESIGN CATEGOY C TOUG F. DETACED 1 AND 2 FAMILY DELLINGS IN SDC C MAY USE IND ANCOAGE SOLUTIONS. SEISMIC ANCOAGE DESIGNS CONFOM TO ACI SECTION D IND INCLUDES SEISMIC DESIGN CATEGOY A AND B.. FOUNDATION DIMENSIONS AE FO ANCOAGE ONLY. FOUNDATION DESIGN (SIZE AND EINFOCEMENT) BY OTES. TE EGISTEED DESIGN POFESSIONAL MAY SPECIFY ALTENATE EMBEDMENT, FOOTING SIZE O ANCO BOLT. 5. FO ANCOAGE SOLUTIONS USING SSTB, SEE ICC-ES ES TOP OF CONCETE STPF TEMPLATE (FO PLYOOD PANEL FOMS) SEE SEET S2 FO STACKED STONG-ALL ANCO BOLT EQUIEMENTS. MODEL SET UP (IN) (IN) GAAGE POTAL ALL TABLE T (IN) NUMBE OF FASTENES IN NUMBE OF MUDSILL ANCOS OLDON ANCO BOLTS ASSEMBLED ALL EIGT S16x7x SDS 1/x6 2-5/8"Ø 90 S16x7x / 8-SDS 1/x6 2-5/8"Ø 112 S16x8x SDS 1/x6 2-5/8"Ø 95 S16x8x6 S22x7x / 8-SDS 1/x6 10-SDS 1/x6 3-5/8"Ø 2-5/8"Ø S22x7x6 S22x8x / 10-SDS 1/x6 10-SDS 1/x6 2-5/8"Ø 2-5/8"Ø S22x8x / 10-SDS 1/x6 2-5/8"Ø 130 (lbs) ANCOAGE - TYPICAL SECTIONS 10 ANCOAGE SCEDULE 11 STONG-ALL TEMPLATES 12 POTAL ALL SPECIFICATIONS 13 NOTES 1