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I iI r1ll91 LLL "I <br />s2 GABLE TRUSS. 4 <br />SEE STRUCTURAL NOTES AND S2 <br />NAILING SCHEDULE FOR TOP CHORD <br />SHEATHING DETAIL. ___ _ BLOCKING FOR FIRST <br />T' BRACE WITH 10d AT 4"' <br />O.C. (SEE SCHEDULE FOR . (4) ROWS OF <br />BACKNAIL WITH (2) 16d NAILS <br />�' '� TRUSSES AT EDGES <br />sz SIZE AND LOCATION). �� OF SHEATHING, TYP. <br />SIMPSON H1,0 2"x4" OUTLOOKER <br />12 MAX. AT EACH \ AT 24" O.C. <br />i OUTLOOKER <br />7 I <br />I I <br />I <br />"L" BRACE TO <br />� EXTEND AT LEAST <br />I <br />SIMPSON 90% OF WEB <br />HGA10, TYP. <br />2'-0" MAX: LENGTH. SEE <br />' TABLE. <br />CDX PLYWOOD OR <br />I <br />7/16" OSB SHEATHING <br />2"x4" CROSS BRACE i ATTACHED WITH 10d NAILS <br />AT RIDGE FASTENED <br />AT EACH JOINT WITH i 6" O.C. EDGES, AND 12" O.C. <br />(2) 10dx3" NAILS. i ��-E TRUSS. <br />(2) 16d NAILS. <br />i <br />I 2 x4 T ON TOP OF PANEL <br />BLOCKING. FASTEN WITH (�) <br />I <br />10dx3" NAILS AT 4" O.C. <br />SIMPSON HGA10 AT 36" O.C. <br />CONT. BEARING. <br />SIMPSON SP2 AT DOUBLE TOP PLATE. 5/8" OR 1/2" CEILiNG DENSE GYPSUM/x-4 <br />�SIMPSON SP2 AT EA. STUD. <br />EACH STUD. STUDS AT 16 O.C. WALL BOARD FASTENED WITH 8d COOLER --STUD WALL. SEE TYP. <br />SCREWS COMPLYING WITH ASTM C1002 <br />NAILS OR 1-1/4" LONG DRYWALL— SECTION. <br />MEAN WALL HEIGHT UP TO 30'-0". SEE STRUCTURAL I UBLE TOP PLATE. <br />NOTES FOR WIND SPEED SPECIFICATION. FOR FIRST 8 —0 FROM END WALL AT 4 <br />) O.C. TYPICAL. 2 PANEL BLOCKING AT 48 O.C. FOR <br />THE FIRST (4) ROWS OF TRUSSES FROM <br />GABLE END BRACING DETAILrA EACH END TYP., TOP AND BOTTOM <br />ATTACHED WITH (2) 16d NAILS. <br />SCALE: 1 /2" = 1'-0" S2 <br />ALTERNATE OUTLOOKER DETAIL <br />SCALE: N.T.S. <br />"L" BRACE <br />ATTACHED W/ 10d <br />NAILS AT 4" O.C., <br />TYP. <br />SECTION <br />SCALE: 1 /2" = 1'--0" <br />2"x4" "T" BLOCKING. <br />"x4" BLOCKING AT 48" <br />C. <br />"L" BRACE ATTACHED W/ <br />10d NAILS AT 4" O.C., TYP. <br />GABLE TRUSS WEB. J <br />DOUBLE "L" BRACING DETAIL <br />SCALE: 1-1/2" = 1'-0" <br />SCALE: 1 /2" = 1'-0" S2 <br />"L" BRACE <br />ATTACHED W/ 10d <br />NAILS AT 4" O.C., <br />TYP. <br />2»x4" "T" BLOCKING. <br />"x4" BLOCKING AT 48" <br />). C. <br />GABLE TRUSS WEB.—/ <br />SINGLE "L" BRACING DETAIL <br />SCALE: 1-1/2" = 1'-0" <br />1 /2" FRP FOR 48" ON EA. <br />SIDE OF TENANT SEPARATION <br />B <br />C1 <br />GA WP3640 <br />FRP TREA <br />2%8" <br />1/2" GYPSUM --J <br />SIMPSON HTS20 @ EA. TRUSS <br />2"X4" TOP PLATE <br />2"X4" WOOD STUDS ® 16" O.C: <br />BLOCKING @ MID HEIGHT <br />A <br />11 C1 <br />GA WP3370 <br />ION <br />\---1 /2" GYPSUM <br />R-30 BATT TYP. <br />SIMPSON HTS20 � EA. TRUSS <br />R-14 BATT <br />5/8" TYPE X GYPSUM <br />4 <br />a EXISTING CONCRETE SLAB <br />a <br />EXISTING FOUNDATION <br />TYP TENANT SEPARATION WALL SECTION <br />SCALE: 1 /2"=1'-0" <br />"L" BRACING <br />REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />() 2"x4" <br />" ' BRACE <br />(2) 2%6" <br />"L" BRACE <br />» <br />16 <br />„ „ <br />0 —0� — 4,-5,� <br />„ <br />4,-5�� — 8�-0„ <br />» , <br />2,-0 — 16�-0 <br />, <br />24 <br />0 —0 — 4 —0 <br />4 —0 — 7 —0 <br />� <br />0 —0 — 14 —0" <br />SCISSOR <br />AND 2 <br />GABLE — (1) 2%8" <br />2%8" FULL HEIGHT <br />#2 S.P.F. AT EACH VERTICAL <br />AT DIAPHRAM BLOCKING. <br />N OTE: <br />1. "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH <br />EXCEPT AT SCISSOR GABLE, WHICH REQUIRES BRACE TO <br />EXTEND FULL HEIGHT OF GABLE. <br />2. "L" BRACE TO BE FASTENED TO GABLE STUD WITH <br />10dx3" NAILS AT 4" O.C. <br />NGLES TO MATCH <br />3S. ROOFING FELT. <br />ANT TREATED PLYWD. FOR <br />. FIREWALLS, TYP. <br />:ATHING ON <br />T 24' O.C. <br />FIREWALL SHEATHING <br />TO FASCIA, TYP. <br />AND FASCIA <br />TYP. <br />FULL PERIMETER <br />NINGS — <br />OR HARDIE). <br />NG JAMBS BACK <br />DR DOOR UNIT <br />U—WALL SILL FLASHING W/ <br />FLASHING UNDER WINDOW <br />IG TO WINDOW FLANGE W/ <br />:S STO—GOLD AIR —MOISTURE <br />FACE OF SHEATHING. EXTEND <br />ENING EDGES MIN, 2', TYP. <br />AIR SPACE. PROVIDE <br />C. HORIZ. AND VERT., TYP. <br />G TO WALL W/ STO—GOLD <br />W/ WEEPS AT 16' <br />F WALL AS SHOWN <br />No. I Revision/Issue I Date I <br />C� <br />co <br />I'll <br />O <br />Ncc <br />CDdi <br />LO <br />CD <br />LO <br />C7.i <br />rI <br />00 <br />C\2 <br />co <br />di <br />Z <br />C� <br />CD <br />aw <br />N <br />Ma <br />co <br />I~ <br />I <br />• r-I <br />�.�Ori <br />N <br />41cc <br />N <br />C <br />CCO <br />C/Q <br />0 <br />CO <br />MO <br />O <br />O <br />M <br />U <br />w <br />MYaORIMUKISMOM <br />CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />RESPONSIBLE FOR ANY DIMENSIONS. <br />FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES <br />ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />FOR EXISTING STRUCTURAL COMPONENTS. <br />Plans and specifications comply with the Florida <br />Building Code, section 1609 for 137 mph, 3 second <br />gust, wind zone. (2010 Ed.) <br />This drawing is valid for 12 months after the date <br />it is signed and sealed or until the requirements of <br />the 2010 edition of the Florida Building Code are <br />changed. <br />This drawing is signed and sealed for the structural <br />portions of the drawing only. Architectural, <br />electrical, or mechanical details, if shown, are for <br />visual reference only and are not covered under <br />this seal. <br />Project Name & Address: I <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 VARI❑US <br />Sheet: <br />` 3If <br />S 2,0 <br />L/ 744,slotw\� 4 <br />