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SIMPSO1. _. _ ... <br />EACH STUD. <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" S2 <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 />.E <br />:)R <br />"L" BRACE <br />ATTACHED W/ 10d <br />NAILS AT 4" O.C., <br />TYP. <br />4 <br />S2 <br />' SIMPSON H1.0 <br />AT EACH <br />OU TLOO K E.R <br />I ... I <br />t <br />`TOP CHORD <br />BLOCKING FOR FIRST <br />(4) ROWS OF <br />TRUSSES AT EDGES <br />OF SHEATHING, TYP. <br />2"x4" OUTLOQKER <br />AT 24" O.C. <br />"L" BRACE TO <br />EXTEND AT LEAST <br />90% OF WEB <br />2'-0" MAX: LENGTH. SEE <br />\ I ' TABLE. <br />_ I <br />r---1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED WITH 10d NAILS @ <br />6" O.C. EDGES, AND 12" O.C. <br />----FGAaE TRUSS. <br />I <br />(2) 16d NAILS. <br />2%4" "T" ON TOP OF PANEL() <br />I <br />BLOCKING. FASTEN WITH <br />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%4" 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 />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 />"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 TREATE <br />2%8" <br />1/2" GYPSUM <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 />�\--1 /2" GYPSUM <br />_R-30 BATT TYP. <br />SIMPSON HTS20 @ EA. TRUSS <br />R-14 BA <br />5/8" TYPE X GYPSUM <br />Ilk <br />a <br />a EXISTING CONCRETE SLAB <br />4 <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 />(1' � 2"x4" <br />" BRACE <br />(2) 2"x6" <br />"L" BRACE <br />» <br />16 <br />I » » <br />0 —0 — 4'— 5 <br />I » f » <br />4 —5 — 8 —0 <br />f » f <br />2 —0 — 16 —0f <br />24" <br />0'—C" — 4'-0" <br />4'-0" — 7'-0" <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 />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 />kTCH <br />FELT. <br />PLYWD. FOR <br />TYP. <br />HEATHING <br />TYP. <br />4CK <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 />V/ STO—GOLD <br />1T 16" <br />;HOWN <br />No. Revision/Issue Date <br />c� <br />co <br />t <br />o <br />C\2 <br />00 <br />� <br />co <br />In <br />Z#Z: <br />C\2 <br />N <br />� <br />� <br />.-� <br />O <br />00 <br />• <br />T_� <br />DC <br />w <br />It <br />co <br />I� <br />o <br />w <br />CYD <br />co <br />a <br />co <br />NCO <br />rl <br />N <br />M <br />0 <br />co I <br />> <br />� � <br />0 <br />O <br />Go <br />.� <br />rCD <br />g--!0) <br />Cd4 <br />r, <br />w <br />-I <br />E--I 0.1 <br />O <br />n*X OUAUM ME M PROPERTY OF RMDA SI CM& aarMK NO. <br />MY ReYROOUCRON OR UNMUIHaM USE IS PROHBIM <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: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 VARIOUS <br />Sheet: <br />GROUT SOLID BELOW <br />RU—WALL FLASHING <br />v 6osc�5 s 7' 4 C O <br />° No97 <br />s <br />s 2,0 <br />::...........:....:`......>,,...... BUILDING SECTION B <br />SCALE: 1/2" = 1'-0^ s2 �i�jO�.,PLOR����\��� <br />Jrriifi��e <br />