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Home My WebLink About(08) S2-201I 3 2 5 I 7 W fi 2 D. SHEARWALL S-1 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 7/16' OSB 8tl @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @32' O.C. 2ND FLOOR 7116' OSB 8d @ 4' O.C. 6x6 POST HDUI4SDS2.5 W/ 1' DIA. THREADED ANCHOR RODS 518' DIA. THRU BOLTS @ 32' O.C. 13T FLOOR 7/16' OSB 8tl @ 3- O.C. 6x6 POST HD19 w/ 1 1/4' DIA. THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 16- O.C. NOTES: - AT BASE OF 1ST FLOOR PROVIDE 1 1/4" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER. - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•1 scALE : 116 = r U' SHEARWALL S-4 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15132' APA RATED EXP1 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (3) 2x6 HDU8-SDS2.5 w/ 7ar DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32' O.C. 1ST FLOOR 15/32' APA RATED EXP 1 Btl @ 4- O.C. 6x6 POST HD12 w/ 1 1/8' DIA. THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 32' O.C. NOTES: AT GROUND LEVEL, PROVIDE 1 1/8" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S•4 srmF im--vn- SHEAR WALL S-7 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15 32' APA RATED EXP 1 Stl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w198' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS I @ 32' O.C. 1ST FLOOR 15132' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 i HDU5-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS I @ 32' O.C. NOTES: - AT GROUND LEVEL, PROVIDE 5/6" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 5" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEARWALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•7 OGALL : 110 = I--U SHEARWALL S-10 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 4TM FLOOR 7116' OSB 8d @ 6- O.C. (2) 2x6 HDU2-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 112' DIA. THRU BOLTS 0 32- O.C. 3RD FLOOR 7/16' OSB 8d @ 6' O.C. (3) 2x6 HDU8SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS 112' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 7116' OSB 8d @ 6- O.C. 6x6 POST HOW 4-SDUS2.5 w/ 1' DIA. THREADED ANCHOR RODS 518' DIA. THRU BOLTS A 32' O.C. 1ST FLOOR NOTES: - AT GROUND LEVEL, PROVIDE I" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 71/2" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE RELEASED FOR CONSTRUCTION IlEAR WALL SW10 Subject to compliance with all regulations E: 118'=T-6' of State and meal Codes City of Carried SHEAR WALL S-2 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 15/32- APA RATED EXP1 8tl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 32.O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU5-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS @ 32' O.C. 1ST FLOOR 15/32- APA RATED EXP 1 Btl @ 6' O.C. 6t6 POST HDW1 SDS2.5 w/ 1' DIA. THREADED ANCHOR RODS 1/2- DIA. THRU BOLTS @ 32- O.C. NOTES: AT BASE OF 1ST FLOOR, PROVIDE 1"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 7112" INTO THE CONCRETE PODIUM. - HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALLTYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•2 SCALE : 116 = lU' SHEAR WALL S-5 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 47H FLOOR/LOW ROOF 15132' APA RATED EXP 1 Btl @ 6- O.C. (2) 2x6 HDU2-SDS2.5 wl 518' DIA. THREADED ANCHOR RODS WB' DIA. THRU BOLTS @ 32- O.C. 3RDFLOOR 15/32- APA RATED EXP 1 8tl@6.O.C. (2)2x6 HDU5-SDS25 w/5/8'DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32- O.C. 2ND FLOOR 15132' APA RATED EXP 1 8tl @ 6' O.C. 6x6 POST HOW 1-SDS2.5 wl V DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32- O.C. 1STFLOOR 15132- APA RATED EXP 1 Btl @ 6- O.C. 6x6 POST HDUI SDS25 w/ 1- DIA. I THREADED ANCHOR RODS 1 112' DIA. THRU BOLTS I @ 32- O.C. NOTES: AT GROUND LEVEL, PROVIDE I"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 7112" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG "SIM." ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1 ST FLOOR AND ROOF. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•5 scAi P vR^ = rn- SHEAR WALL S-8 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS LOW ROOF 3RD FLOOR 7/16- OSB 8tl @ 6' O.C. (2) 2x6 HDU2-SDS2.5 w/ 518' DIA. THREADED ANCHOR RODS 318' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 7/16- OSB Btl @ 6- O.C. (2) 2x6 HDU4-SDS2.5 w/ 518' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS I @ 32' O.C. 167 FLOOR 7116- OSB So @ 6' O.C. (3) 2x6 HDU8-SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS I 3/8' DIA. THRU BOLTS I @32'O.C. NOTES: AT GROUND LEVEL, PROVIDE 718" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 5" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE. SHEAR WALL S•8 OGALL: 110 = 1--U SHEAR WALL S-3 FLOOR SHEATHING EDGE FASTENER END HOLD SHEAR SPACING STUDS DOWNS FASTENERS LOW ROOF 3RD FLOOR 15132- APA Btl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. 3/8' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32- O.C. 2ND FLOOR 15/32' APA ad @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/5/8' DIA. 3/8' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32' O.C. isT FLOOR 15132-APA Sol @6.O.C. 6x6 POST HDU11-SDS25 w/1-DIA. 1/2' DIA. THRU BOLTS RATED EXP 1 THREADED ANCHOR RODS @ 32- O.C. NOTES: - AT BASE OF 1ST FLOOR, PROVIDE 1"ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 71/2" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=3 SCALE : 116" = l'-U SHEAR WALL S-6 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS ROOF 4TH FLOOR/LOW ROOF 15132' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU4-SDS2.5 w/ 5/8' DIA. THREADED ANCHOR RODS 3/8' DIA. THRU BOLTS @ 16' O.C. 3RD FLOOR 15132' APA RATED EXP 1 8tl @ 4- O.C. 6X6 POST HDW1 SDS2.5 wl 1' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 16' O.C. 2ND FLOOR 15/32' APA RATED EXP 1 8tl @ 3' O.C. 6k6 POST HD19 w/ 1 1/4' DIA. THREADED ANCHOR RODS 5l8' DIA. THRU BOLTS 16, O.C. isT FLOOR 15132' APA RATED EXP 1 8tl @ 3- O.C. 6X6 POST i HD19 wl 1 1W DIA. THREADED ANCHOR RODS 5l8' DIA. THRU BOLTS @ 16' O.C. NOTES: AT GROUND LEVEL, PROVIDE 1 1/4" ANCHOR RODS AS LISTED IN THE ABOVE SCHEDULE AND ADHESIVE EMBED 9" INTO THE CONCRETE PODIUM. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEARWALL INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG RSIM.R ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1ST FLOOR AND ROOF. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=6 scAi P vR^ = rn- SHEAR WALL S-9 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS HIGH ROOF 4TH FLOOR 15/32- APA RATED EXP1 8tl @ 6- O.C. (2) 2x6 HDU2-SDS25 w/ 5/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32.O.C. 3RD FLOOR 15/32' APA RATED EXP 1 ad @ 6- O.C. (3) 2x6 HDU8-SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32' O.C. 2ND FLOOR 15/32- APA RATED EXP 1 8tl @ 6- O.C. 6x6 POST HDU14-SDS25 W/ 1- DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS A 32' O C. 1ST FLOOR NOTES: HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. - HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER - SEE PLAN FOR SHEAR WALL TYP. SHEAR WALLS MARKED WITH THE TAG "SIM." ON THE PLANS ARE THE SAME EXCEPT THAT THEY ARE ONLY BETWEEN THE 1ST FLOOR AND ROOF. - STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S=9 OGALL: 110 = I--U 74SIF �V W O U L R E PT ARCHITECTURENGiNEmiNG GEOsvcTiu 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.2997500 FAX: 317.291.5805 F E LN] Mf�j E cam U � J•� H--� W U K O CL Y 0 c � L N cam €W H Q � U � C o m C O C E �€ U m So Issuances: oeswenax Prom. No.: 074904 Date: 05/01/19 A Sheet Name: SHEARWALL SCHEDULES S2=201 DATE: 10/31/19