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E? <br />CD <br />c14 <br />C14 <br />LU <br />o o o o o o o <br />o <br />o <br />o <br />o <br />o <br />o <br />o <br />o <br />o <br />-7 <br />---NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />AT ALL <br />o <br />o <br />o <br />o <br />o o <br />7—o <br />_�__Q <br />o o . o o <br />Q —oa o <br />o o o <br />o o o 0 <br />/� <br />o <br />o <br />'L <br />12 IN <br />o <br />I <br />,N,—\ <br />o <br />SPACING AT <br />FIELD <br />o <br />o <br />loo <br />o 0 o o _�' <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' SHEATHING <br />8d <br />3" D.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE'SPACING <br />1 /2' <br />DOUBLE NAIL EDGE SPACIN( <br />NAILING 2A BLOCKING <br />STUD SPACING PER PLAN--/ STRUCTURAL SHEATHINGJ PER PLAN �!�>ZSHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />r,�,�,,,TYPICAL SHEATHING DETAIL <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUE <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER AC% <br />FASTENERS OR TAPCONS @ <br />O.C. OR (2) ROWS 12d GUN <br />NAILS @ 12" O.C. <br />W11 �LOAD BEARING WAL <br />11at <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. w/7" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1/2" DIA EXP. BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB _71 <br />w/ 30 PLATE WASHERS <br />STUDS AT 16" O.C. <br />�THING PER PLAN <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE AND LOCATION <br />@ EA STUD <br />-2x STUDS AT 16" O.C. <br />.SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS 0 EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10 L_OAD BEARING WALC�i[��I'Fi <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4" MIN. <br />0"-16" MAX. GAP <br />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED wl (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />2A FILL w/ 2' MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY MEN <br />AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. <br />FASTENER LOCATIONS. <br />1x P.T. SHIM <br />NOES: <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL <br />WHERE WNDOW FASTENER DOES NOT HAVE 2x BACKING -NE <br />FASTENER MUST EXTEND THROUGH lx SHIM INTO BASE 'MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BI OCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16' MIN <br />8d <br />3" O.C. <br />3" D.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />)GABLE END SHEATHING DETAIL <br />W02 <br />.. . ....... <br />..A <br />A <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR <br />5/8"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & <br />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/43" <br />MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" <br />U FRAME TO BUCK TO MASONRY <br />'A <br />EXTERIOR CONC.WALL A A' <br />1/4' DRIVE-IN ANCHOR -Ad A 'A <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS . �,d <br />1/2" x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL. MIN. <br />1 1/2" EMBED INTO MASONRY. (1) PER BRACKET <br />7� <br />77;1 <br />FRAME TO MASONRY <br />W 16 P �IC A UG WR _*G E�D O�O RXA T �TA MH M 4EN UD MT A &L <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH wrT" <br />1X FIT BUCK NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER, ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />NAIIIIIIIIIINMR11 <br />2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"00" TAPCONS @4" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />IYP <br />W14 l�CAL�Wl�NDO�W�ATT�AC�HME�NT�DE�TAI�L <br />INT FINISH WOOD BUCK ATTACHMENT' <br />I x WOOD 2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />2x PT BUCK 1/4"04, TAPCONS @4" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />'ACH DOOR PER <br />RIDA PRODUCT <br />IROVAL <br />CK MOULD <br />SH PER ELEAVATION <br />W15 IY(KICK _KO�OR _ATTWQ_fflMF_VT _KE_TAk <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />MTS16 MOM EA. 'RUSS <br />TO HDR. <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, <br />OPENING FRAMING (JACK STUDS ONLY) <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16* O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />I <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C.. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 wl (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.0 - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3" D.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16" D.C. <br />z <br />SHEATHING PER PLAN @ EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />(1) SP4 TO KING & JACK STUD U.N.O. - <br />PER PLAN <br />EDGE NAIL SHEATHING PER PLAN <br />j- I I I R LL -1 L < <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />TYPICAL FRAMED BEARING WALL <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />PLAN). <br />REBAR VERTICAL <br />PIED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />qFORCING. <br />IV LMI kill lVr%L) <br />W 19 �IY P FIC AWL F �IL L �ED _ME L LD �ET A kkL <br />STUD COLUMNS PER PLAN <br />YC SDS SCREW 0 16' O-C- <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' D.C. <br />OVERALL SPACING) <br />111) COLUMNS PER PLAN <br />4-PLY: ri x 5* SDS SCREWS <br />5-PLY. )41 x 6' SOS SCREWS <br />6-PLY- r4 x B* SOS SCREWS <br />7-PLY.- r4 x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />)d NAILS 0 8* D.C. <br />I PLY� (2) 10d NAILS 0 8' D.C. <br />(EACH PLY) <br />PRIMARY METHOD ALTERNATE METHOD <br />�STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />BOX HDR. TO BE HELD FLUSH <br />LINTEL PER PLAN - <br />BOTTOM OF LINTEL - FIELD FIR <br />HEIGHT MAY VARY ABOVE AS NECESSARY <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" D.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3" D.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />L <br />LL -1 1 <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT"S CONCRETE, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTEL LENGTH <br />MAX. CLEAR; <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B <br />12"TYPEC <br />14" TYPE B** <br />14"TYPEC** <br />16" TYPE B <br />16"TYPEC <br />20" TYPE B <br />20" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE B <br />28" TYPE C <br />32" TYPE B <br />32" TYPE C <br />2' 10" <br />1' 6" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206' <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />T 6" <br />2' 2" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />4'0" <br />2' 8" <br />1783 <br />2561 <br />2751 <br />3280 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />1 or= <br />4'6" <br />3'2" <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8' <br />3 4" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5'4" <br />4' 0" <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4649 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5' 10" <br />4' G� <br />860 <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />1 2549 <br />3009 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3942 <br />4889 <br />5817 <br />6662 <br />66" <br />5' 2" <br />710 <br />1232 <br />2177 <br />3738 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />5381 <br />8360 <br />8625 <br />7590 <br />T6" <br />6'2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />2108 <br />2632 <br />3898 <br />5661 <br />4742 <br />5501 <br />814" <br />7' 0" <br />488 <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1943 <br />2564 <br />3486 <br />2964 <br />3387 <br />9'4" <br />& 0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />N/A <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />10'6" <br />9� 2" <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />1U 01. <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'0" <br />10.81. <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />1Z 6" <br />11'2" <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />13'4" <br />12'0" <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1 1838 <br />2316 <br />2883 <br />14'0" <br />12'8" <br />239 <br />424 <br />706 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1328 <br />1697 <br />2127 <br />2630 <br />IN 8" <br />13'4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* 1 <br />15'4" <br />INO" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />17' 4' <br />16'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1 1671* <br />1997* <br />1914" <br />18'0" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />420* <br />N/A <br />750* <br />960* <br />1177* <br />1415* <br />1676* <br />20'W <br />18'8" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />1 <br />340* <br />N/A <br />1 598* <br />1 845* <br />1 1114* <br />1345* <br />1 1468* <br />ESTRESSED <br />WkS" W/2" RECESS U-LINTELS <br />Ln' <br />Type A Unfilled no Rebar; Type B Continuous Grout, Steel per Plan in Bond Beam Only; Type C Continous Grout, Steel per plan in Bond Beam & Lintel <br />C:) <br />C�4 <br />CD <br />C4 <br />C? <br />> <br />0- <br />C) <br />C-3 <br />0 <br />0 <br />C:) <br />(=> <br />00 <br />N <br />U <br />a% <br />7:1 <br />0 <br />P-4 <br />PT-4 <br />0 <br />bb <br />0 <br />'WulteGroup- <br />r 11 <br />ro <br />U <br />& <br />C <br />14, <br />CD <br />P <br />L< >in <br />SO <br />r <br />Lf <br />U-) <br />L0 <br />r--j cn <br />b� C'r) <br />00 <br />N1.0 <br />ic <br />4_4 U-) <br />I.� <br />cn i._i <br />nz <br />ic <br />PRODUCT MANAGER <br />- - - - <br />RELEASE <br />xx xx/xxxx <br />IDAIE/1)MRON <br />FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS @ 6" O.C. C.O.A.# ARCHITECTURE: <br />2x8 TO 2xl 2 PT 2xl 2 AT WALL TO BE AA26002$02 <br />FASTENED TO PRECAST w/ (2) ROWS C.OA.# ENGINEERING: <br />PROJECT TYPE <br />STAGGERED OF 1/4" x 4" TAPCONS @ 29349 <br />D THOMAS A. WESER, PE <br />Single Famfly <br />16" O.C. MAX. P.E. # 73242 FLORIDA <br />S.G.D PER PLAN, 0 BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />INSTALLPER 131486025 FLORIDA <br />Pulte <br />MAN. SPECS. 9/3/20 <br />DATEN, <br />00 114 <br />POCKET S.G.D. DETAIL <br />PLAN NAME <br />41 _IE <br />Whitesto]ne <br />4%i <br />3 SCALE: NTS <br />[NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />OF <br />R <br />S4.2 <br />1/// A <br />X\ <br />.i 77-111­1­1 A". A11,91 0: <br />