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�I■�1■I�II■II�VW�gY�ll�� LL 0 0 ry 07 z 3 0 0 0 J 0 J Q v a w 0 0 J a 3 0 0 0 J 0 J 0 CL 3 0 0 0 J 0 r 00 n U) SIMPSON CS20 AT 32" O.C. AT HEADERS II HEADER (2)SIMPSON CS20 HEADER SEE HEADER SCHEDULE FOR JACK & KING STUDS z \0 0 z D 0 LL a I SIMPSON LTT20 TYP. TYPICAL HEADER HOLD DOWN HOLD DOWN AT END OF W — SEE SHEAR WALL SCHED ANCHOR BOLT —SEE SHEAR WALL SCHED. FOOTING —SEE FOUNDATION PLAN & DETAILS FOR SIZE AND REINFORCEMENT ROOF TRUSSES ® 24" O.C. SIMPSON H SEE PLAN SIMPSON CS20 G TO MATCH T H SEE HEADER SCHEDULE FOR JACK & KING STUDS -IF-IF-] NAIL STUDS TOGETHER W/ 16d NAILS EACH PLY ® 12" O.C. II II SIMPSON SP1 OR (2)H3 BEHIND AT 32"o.c. LINE UP W/ STRAPS SEE TYP. TOP PLATE DETAIL FOR TOP PLATE LAP REQUIREMENTS. SIMPSON SP2 ® 32" O.C. MULTIPLE STUDS BELOW GIRDER, SAME NUMBER OF STUDS AS GIRDER HAS PLIES, MIN. (2) ?0 STRAPS ® 32" O.C. FOUNDATION TYPICAL STUD / TRUSS HOLD DOWN APPLIES TO ALL STUD WALLS SUPPORTING ROOF TRUSSES. ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. EXTENT OF SHEAR WALL z olz �I:m GIRDER TRUSS TYP. HARDWARE DOWN TO FOUNDATION SEE PLAN FOR TRUSS HOLD DOWN AT HIP GIRDER TRUSS PROVIDE SIMPSON HCP OR H6. NAIL TO TRUSS AND TO DOUBLE STUD BELOW SIMPSON LTT20 DOUBLE STUD P. UNDER H P GIRDER BLOCKING BEHI STRA 1 /2" 0 A36 THREADED ROD FLOOR TRUSSES ; PROVIDE BLOCKING 0 24"o.c. IN FLOOR SPACES TO MATCH MULTIPLE STUDS SIMPSON LTT20 TYP. WALL STUDS —WALL STUDS SEE PLAN SEE PLAN SIMPSON LTT20 TYP. _ I I TYPICAL STUD / TRUSS HOLD DOWN _ I TYP. HIP GIRDER 8'-0" AT ALL ENDS OF BUILDING TYP. HIP GIRDER HOLD DOWN FOR HOLD DOWN F HIP GIRDERS SEE GENERAL NOTES AND SHEAR HIP GIRDERS WALL SCHEDULE FOR ANCHOR BOLT (ANCHOR) SPACING. TYPICAL WOOD STUD BEARING WALL ELEVATION N.T.S. PROVIDE 2x4 BLOCKING AT PANEL EDGES AND AT 4'-0" O.C. MAX BETWEEN STUDS i STUD WALL — SHEATH PER "SHEATHING"AND FASTEN PEI "SHEATHING NAILING" ON THI SHEAR WALL SCHED. ISEE FOUNDATION SOLE PLAT ATTACHMENT ON SHEAR WAL SCHED. FOOTING — SEE FOUNDATION PLAN & DETAILS FOR SIZE AND REINFORCEMENT TYPICAL SHEAR WALL HOLD DOWN SIMPSON LTT20 W/(10) 10d NAILS SOLE PLATE INTERSECTING STUD WALL ANCHOR r` SHEAR WALL I SHEATHING —\ r-10d NAILS AT 6" O.C. STUDS AT END OF WALL SHEAR WALL ' 2x STUD SHEAR WALL DETAIL "A„ HOLD DOWN STUD LAYOUT AND FASTENING AT LOCATION WHERE SHEAR WALL IS INTERSECTED ALL IN — PER SCI EDGE N) AS SPE( SCHEDUI SEE NOTES FOR (SHEATHING MU HORIZONTALLY) FOUNDA SEE PLF SHEATHING ATTACHMENT SCHEDULE SHEAR WALL SCHEDULE MARK FLOOR SHEATHING MATERIAL NAILING PATTERN HOLD DOWN BOTTOM SOLE PLATE ATTACHMENT # OF STUDS END OF WALL AT END OF WALL PLYWOOD EXTERIOR PLOD: 8d 0 6" O.C. AT SHEET EDGES & 12 O.C. IN FIELD SW-1 1st FLOOR FACE & %" GYPSUM AND GYPSUM WALLBOARD: No. 6-1Ya" DRYWALL SCREWS AT 7" Q.C. SIMPSON HDU2 I Yz"O x 10" ANCHOR BOLTS AT 32" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS SW-2 1st FLOOR %" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6—%4" DRYWALL SCREWS AT 7" O.C. SIMPSON HDU2 Yz"O x 10" ANCHOR BOLTS AT 32" O.C. 2 EACH FACE. AT ALL SUPPORTS 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. _____ y"rd x 10" ANCHOR BOLTS AT 32" Q.C. 2 CORRIDOR FACE. AT ALL SUPPORTS 2nd FLOOR %" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. _____ 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS SW-3 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6—%4" DRYWALL SCREWS AT 7" O.C. ----- 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS 4th FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-14" DRYWALL SCREWS AT 7" O.C. I ----- 16d NAILS AT 8" O.C. 2 CORRIDOR FACE. AT ALL SUPPORTS Y" (1%2") PLYWOOD EXTERIOR PLYWOOD OOD: 8d ® 4" O.C. AT SHEET EDGES & 12" O.C. IN FIELD 1st FLOOR FACE & %" GYPSUM GYPSUM WALLBOARD: No. 6— �NDDRYWALL SCREWS AT 7" O.C. SIMPSON HDU5 VO x 10" ANCHOR BOLTS AT 24" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS PLYWOOD EXTERIOR PLYWOOD: 8d @ 6" O.C. AT SHEET EDGES & 12" O.G. IN FIELD 2nd FLOOR FACE & %" GYPSUM GYPSUM WALLBOARD: No. 6- Y� DRYWALL SCREWS AT 7" O.C. SIMPSON HDU4 16d NAILS AT 8" Q.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS SW-4 PLYWOOD EXTERIOR PLYWOOD: 8d 0 6" O.C. AT SHEET EDGES & 12" O.C. IN FIELD (2) SIMPSON CS20 x 3rd FLOOR FACE & %" GYPSUM AN " GYPSUM WALLBOARD: No. 6-1Y4 DRYWALL SCREWS AT 7 O.C. 48" STRAPS W/(7) 16d NAILS AT 8" O.C. 2 WALLBOARD INTERIOR FACE. I AT ALL SUPPORTS tOd EACH END Y" (1%2") PLYWOOD EXTERIOR PLYWOOD: 8d 0 6" O.C. AT SHEET EDGES & 12" O.C. IN FIELD SIMPSON CS20 x 48" 4th FLOOR FACE &" GYPSUM A,�® GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 WALLBOARD INTERIOR FACE. AT ALL SUPPORTS EACH END BAD —PLY.: No. 6—iY4" DRYWALL SCREWS AT 9" O.C. 1st FLOOR TWO—PLY OF %" GYPSUM AT ALL SUPPORTS SIMPSON LTT20 W/(10) 10d NAILS"� x 10" ANCHOR BOLTS AT 24" O.C. 2 WALLBOARD EXPOSED FACE FACE —PLY: No. 8-2�" DRYWALL SCREWS AT 7" O.C. AT ALL SUPPORTS f BASE —PLY: No. 6-1Y" DRYWALL SCREWS AT 9" O.C. SIMPSON CS20 x 48" 2nd FLOOR TWO—PLY OF" GYPSUM AT ALL SUPPORTS STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 WALLBOARD EXPOSED FACE FACE —PLY. No. 8-2YZ" DRYWALL SCREWS AT 7" O.C. EACH END AT ALL SUPPORTS SW-5 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6414" DRYWALL SCREWS AT 4" O.C. SIMPSON CS20 x 48" STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END 4th FLOOR W" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. SIMPSON CS20 x 48" STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END BASE —PLY: No. 6-1Y4" DRYWALL SCREWS AT 9" O.C. 1st FLOOR TWO—PLY OF" GYPSUM AT ALL SUPPORTS SIMPSON HDU8 YZ"O x 10" ANCHOR BOLTS AT 32" O.C. 3 WALLBOARD EXPOSED FACE FACE —PLY: No. 8-2�" DRYWALL SCREWS AT 7" O.C. AT ALL SUPPORTS BASE —PLY: No. 6-1Y4" DRYWALL SCREWS AT 9" O.C. (2) SIMPSON HDU4 2nd FLOOR TWO—PLY OF %" GYPSUM AT ALL SUPPORTS ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 WALLBOARD EXPOSED FACE FACE —PLY: No, 8-2Y" DRYWALL SCREWS AT 7" O.C. TRUSS SPACE AT ALL SUPPORTS SW-6 - 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EXPOSED FACE. AT ALL SUPPORTS TRUSS SPACE SIMPSON CS20 x 48" 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. STRAP WA7) 1Od 16d NAILS AT 8" O.C. 2 EXPOSED FACE. AT ALL SUPPORTS EACH END 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. SIMPSON HDUB"� x 10" ANCHOR BOLTS AT 24" O.C. 3 EACH FACE AT ALL SUPPORTS 2nd FLOOR " GYPSUM WALLBOARD I GYPSUM WALLBOARD: No. 6-1Y" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON HDU4 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EACH FACE AT ALL SUPPORTS TRUSS SPACE SW-7 3rd FLOOR " e GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6— iY4" DRYWALL SCREWS AT 7" O.C. I G (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 3 EACH FACE j AT ALL SUPPORTS TRUSS SPACE 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON CS20 x 48" STRAPS WA7) 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS 10d EACH END 1st FLOOR" GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 4" O.C. SIMPSON HDU4 "0 x 10" ANCHOR BOLTS AT 24" O.C. 2 EACH FACE AT ALL SUPPORTS 2nd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON HDU2 ABOVE AND BELOW 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS TRUSS SPACE SW-8 3rd FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD; No. 6—%4" DRYWALL SCREWS AT 7" O.C. (2) SIMPSON CS20 x 48" STRAPS W/(7) 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS 10d EACH END SIMPSON CS20 x 48" 4th FLOOR " GYPSUM WALLBOARD GYPSUM WALLBOARD: No. 6-1Y4" DRYWALL SCREWS AT 7" O.C. STRAP W/(7) 10d 16d NAILS AT 8" O.C. 2 EACH FACE AT ALL SUPPORTS EACH END 1 WHERE SHEAR WALL NOTED WITH GYPSUM WALLBOARD SHEATHING CONTINUOUS TO AN EXTERIOR CONDITION, PROVIDE 1%2" PLYWOOD SHEATHING WITH 8d NAILS AT 6" O.C. AT SHEET EDGES AND 12" O.C. IN FIELD. 2. IN LIEU OF ANCHOR BOLTS AT SOLE PLATE CONNECTION, CONTRACTOR MAY USE A SIMPSON )5"0 x 8" TITEN HD HEAVY DUTY SCREW ANCHORS WITH 1-" EDGE DISTANCE AT SAME SPACING INDICATED IN SCHEDULE. 3. DRYWALL SCREWS SHALL BE: BUGLE -HEAD, COARSE THREAD, TYPE S or W DRYWALL SCREWS. 4. STUDS AT ENDS OF SHEAR WALLS SHALL BE FULL HEIGHT. 5. PROVIDE CONTINUOUS SOLID BLOCKING AT ALL SHEET EDGES AND AT 4'-0" O.C. VERTICALLY, MAXIMUM. BLOCKING SIZE SHALL MATCH VERTICAL STUD SIZE. 6. PROVIDE END OF WALL ANCHORS DOWN TO FOUNDATION. THIS WILL REQUIRE (2) ANCHORS AT FLOOR TO FLOOR CONNECTIONS. CONTINUE END OF WALL STUD CALL -OUT DOWN TO FOUNDATION BELOW. 7. WHERE TWO DIFFERENT SHEAR WALLS END AT THE SAME CORNER OR INTERSECTION, PROVIDE ONE SET OF END OF WALL HOLD DOWN HARDWARE WITH THE GREATER CAPACITY.. 8. WHERE SCHEDULED NUMBER OF STUDS AT THE END OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING IN TRUSS SPACE. 9. SHEATHING SHALL EXTEND FULL HEIGHT OF SHEAR ;HALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES AND SOLE PLATE. 10. WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRUSSES AT ALL SHEAR WALLS PER SECTIONS SHOWN ON PLAN. 11. ORIENTED STRAND BOARD (O.S.B.) MAY BE SUBSTITUTED FOR PLYWOOD WITH THE SAME THICKNESS. 12. ALL HARDWARE SHALL BE INSTALLED PER THE MANUFACTURE'S (SIMPSON STRONG -TIE) INSTRUCTIONS. ANCHOR BOLTS SHALL BE EMBEDDED 8" INTO CONCRETE FOUNDATION, MINIMUM. 13. SEE DETAIL "A" BELOW FOR WHEN SHEAR WALLS ARE INTERSECTED WITH OTHER STUD WALLS. GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL32714 P:4o7.7ot.o875 LIC.#28863 u[Nerman STRUCTURAL SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS SHEET DUE TO THE CHANGE TO A WOOD FRAME STRUCTURE AND ENCLOSING THE CORRIDORS. 1 0 N N 0 N C 0 U w a 0 I_ 0 (; C 0 2 P �-'1 0 -� -� N., 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com aaa aaa go aaa o 0 no E NFE -TICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 A I I'1LI1 09/R 0�15 No. 7 843� = ST .._to William Thomas Domanski, P.E. FL. REG. #76843 SET DISTRIBUTIONS: SHEET REVISIONS: EDITED 8Y: JG PROJECT N0. 14-2984 i BUILDINGS I, II & ' CLUBHOUSE I S3.02 I- n o