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SIMPSO�, -1 - .. <br />EACH STUD. <br />.7 1 UUJ MI I U U.%1. <br />MEAN WALL HEIGHT UP TO 30'-0". SEE STRUCTURAL <br />NOTES FOR WIND SPEED SPECIFICATION.) <br />GABLE END BRACING DETAIL <br />SCALE: 1 /2" = 1'-0" <br />E <br />)R <br />ALTERNATE OUTLOOKER DETAIL <br />SCALE: N.T.S. <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL. <br />BACKNAIL WITH (2) 16d NAILS <br />2"x4" CROSS BRACE <br />AT RIDGE FASTENED <br />AT EACH JOINT WITH <br />(2) 10dx3" NAILS. <br />5/8" OR 1 /2" CEILING DENSE GYPSUM <br />WALL BOARD FASTENED WITH 8d COOLER <br />NAILS OR 1-1/4" LONG DRYWALL <br />SCREWS COMPLYING WITH ASTM C1002 <br />FOR FIRST 8'-0" FROM END WALL AT 4" <br />O.C. TYPICAL. <br />"L" BRACE <br />ATTACHED W/ 10d <br />NAILS AT 4 O.C., <br />TYP. <br />4 <br />S2 <br />TOP CHORD <br />BLOCKING FOR FIRST <br />(4) ROWS OF <br />TRUSSES AT EDGES <br />SIMPSON H1.0 \ OF SHEATHING, TYP. <br />AT EACH 2 x4 OUTLOOKER <br />OUTLOOKER7 <br />► AT 24" O.C. <br />I <br />i <br />I 1 <br />i <br />"L" BRACE TO <br />` I , EXTEND AT LEAST <br />1 2'-0" MAX: 90% OF WEB <br />LENGTH. SEE <br />1 ' TABLE. <br />- -1 /2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />1 ATTACHED WITH 10d NAILS <br />6" O.C. EDGES, AND 12" O.C. <br />-MOLE TRUSS. <br />(2) 16d NAILS. <br />2"x4" "T" ON TOP OF PANEL() <br />BLOCKING. FASTEN WITH <br />1 10dx3" NAILS AT 4" O.C. <br />SIMPSON HGA10 AT 36" O.C. <br />`-- SIMPSON SP2 AT EA. STUD. <br />"--- STUD WALL. SEE TYP. <br />SECTION. <br />DOUBLE TOP PLATE. <br />2"x4" PANEL BLOCKING AT 48" O.C. FOR <br />THE FIRST (4) ROWS OF TRUSSES FROM <br />EACH END TYP., TOP AND BOTTOM <br />ATTACHED WITH (2) 16d NAILS. <br />SECTION <br />SCALE: 1 /2" = 1'•-O" <br />2%4" "T" BLOCKING. <br />"x4" BLOCKING AT 48" <br />.C. <br />"L" BRACE ATTACHED W/ <br />GABLE TRUSS WEB.J 10d NAILS AT 4" O.C.. TYP. <br />DOUBLE "L" BRACING DETAIL <br />SCALE: 1-1/2" = 1'-0" <br />"L" BRACE <br />ATTACHED W/ 10d <br />NAILS AT 4 O.C., <br />TYP. <br />2"x4" "T" BLOCKING. <br />1"x4" BLOCKING AT 48" <br />). C. <br />GABLE TRUSS WEB.-/ <br />SINGLE 1" 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"x8" <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 />C1 <br />GA WP3370 <br />r <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 />BRACING <br />REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />2%4" <br />" '�� BRACE <br />(2) 2"x6" <br />"L'�� BRACE <br />16 <br />0 -0 - 4 -5 <br />, " <br />4 -5 8 -0 <br />71 <br />2 -0 16 -0 <br />24" <br />0 -0" - 4'-0' <br />4 -0 - 7'-0 <br />0'-0' - 14'-0 01 <br />SCISSOR <br />AND 2 <br />GABLE - (1) 2"x8" #2 S.P.F. AT EACH VERTICAL <br />2%8" FULL HEIGHT AT DIAPHRAM BLOCKING. <br />NOTE: <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 />r BUILDING SECTION rB� ...:.. ::...::...:.. <br />...............:......:.. <br />SCALE: 1 /2" 1'-0" S2 <br />ITCH <br />FELT. <br />PLYWD. FOR <br />TYP. <br />HEATHING <br />TYP. <br />WK <br />T <br />FLASHING W/ <br />DER WINDOW <br />V FLANGE W/ <br />AIR -MOISTURE <br />:ATHING. EXTEND <br />MIN. 2'. TYP. <br />PROVIDE <br />D VERT.. TYP. <br />W/ STO-GOLD <br />1T 10' <br />MOWN <br />o. I Revision/Issue I Date <br />U <br />co <br />0 <br />r­ <br />00 <br />C0 <br />� <br />C\2 <br />CO <br />c� <br />LO <br />z4z <br />Z4*z <br />' <br />co <br />Q) <br />t�0 <br />O <br />O 00 <br />C\2 CO <br />o <br />a <br />w <br />�I <br />a0�� I <br />? <br />o <br />• �w� <br />0 <br />O <br />� <br />cv <br />N Z cd <br />GPI <br />O <br />•�O <br />v <br />W E-I a <br />_1� <br />O <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 do Address: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 VARIOUS <br />Sheet: <br />Lo6111118c.�� <br />Lth <br />v <br />a,NO, <br />g A <br />of <br />toNP. - , <br />S 2,0 <br />