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C C G C C G ° G ° ° ° O G O <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />--NOTE: <br />SHEATHING <br />° <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />G <br />° <br />° <br />° <br />° <br />° <br />° <br />O ° <br />° ° ° ° <br />° ° 0 ° ° <br />° ° ° ° ° <br />C ° ° ° ° <br />° <br />° <br />AIL <br />12" IN <br />° <br />° <br />�0� <br />SPACING AT <br />FIELD <br />° <br />° <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 O.C. <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE 'SPACING <br />1/2" 1/2 s <br />° ° <br />lid' 0 <br />DOUBLE NAIL EDGE SPACIN( <br />�2x4 BLOCKING <br />STUD SPACING PER PLAN STRUCTURAL SHEATHING NAILING PER PLAN SHEATHING SPLICE -SAME THICKNESS ANDSTRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUC <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 <br />w/ 30 PLATE WASHERS <br />IDS AT 16" O.C. <br />iING PER PLAN <br />PLATE CONNECTOR: <br />WC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W1 �LOAD BEARING WALL w/UPLIFT <br />0 <br />Lu <br />0 <br />INT FINISH <br />1x WOOD <br />1X PT BUCK <br />EXTERIOR GABLE END 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" MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W021GABLE END SHEATHING DETAIL <br />NU <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/" T" <br />NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) - <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48 LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. - <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN — <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />°y• <br />' <br />A <br />° tl ° <br />d ° . <br />-A' <br />..JA <br />..° '• <br />< <br />L-26 WOOD BUCK ANCHORED TO CMU W/ 1/2"x6' "L' BOLTS OR <br />5/8"6" SIMPSON T1TEN HD'S 2' WASHERS AT 24" 0 C & <br />x <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />�— TRUSS BOTTOM CHORD PER <br />T \_ <br />EDGE NAIL SHEATHING MANUF. @ 24" O.C. <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. I EDGE NAIL SHEATHING TO TOP <br />STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d PLATE AND TOP AND BOTTOM <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. I I I OF HEADER PER PLAN <br />_ HEADER PER PLAN, (2) PLY <br />HEADER PER PLAN, (2) PLY (6) 1Od NAILS KING STUD TO MIN, ADD JACK/KING STUDS <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONN. REQ. PER PLAN. <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR <br />OPENING WALLS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL @ SHEATHING AT 3" O.C. ALL <br />INTERIOR NON -SHEATHED WALLS AROUND OPENING <br />DOUBLE SILL AS REQ. FOR " DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16O.C. <br />SHUTTER ATTACHMENT _ _ SHUTTER ATTACHMENT <br />I I SHEATHING PER PLAN @ EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />=L=1L _Li_JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />W05; <br />TYPICAL FRAMED BEARING WALL <br />ILU <br />w/ AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"0" LINTEL WITH POWER DRIVEN FASTENERS AT 12' O.C. <br />�YPCAL WIND OM ATTACHMENT DETAIL - MASONRY SCREWS 012" O.C. STAGGER ROWS 6" FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. —16' MAX. CAP <br />W 14 FRAME TO BUCK TO MASONRY MINIMUM SHEAR CAPACITY TO BE 15511ff. <br />an <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"00" 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 />'ROVAL <br />'K MOULD <br />SH PER ELEAVATION <br />TYPICAL DOOR A�TACHMENT _WETAIL <br />W15 <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />I FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />=OUNDATTON PLAN <br />DETAILS FOR FOOTING <br />'ORCING. <br />IV Lhr 1 1 1 FIUhL/ <br />W19 lICA TYPL FILLED CELL DETAIL <br />EXTERIOR CONC.WALL °` . <br />° . °" <br />1/4' DRIVE-IN ANCHOR :'.°, . . <br />° $ ° <br />GARAGE DOOR AND <br />.. ... _..... .° <br />TRACK, INSTALLED PER <br /><� .: ; <br />MANUFACTURERS I ' °a <br />. '� a '< - ° <br />pE <br />SPECIFICATIONS, Ili <br />I <br />1/2" x 2 1/4' HILTI SLEEVE <br />1 1/2' EMBED INTO MASONRY, <br />_ <br />FRAME TO MASONRY <br />GARAGE <br />DOOR ATTACHMENT <br />W16 KYPICAL <br />STUD COLUMNS PER PLAN <br />Y' SDS SCREW 016' O.C. STAGGERED EACH EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />WD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: N x 5' SDS SCREWS <br />5-PLY: Yy x 6' SDS SCREWS <br />6-PLY: Y,' x 8' SDS SCREWS <br />7-PLY: r x 8' SDS SCREWS <br />CSI6 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Dd NAILS 0 8' D.C. <br />I PLY) (2)10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD ALTERNATE METHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />T� NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2x4 FILL w/ 2' MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. FASTENER LOCATIONS. <br />1z P.T. SHIM <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDINDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL <br />ANCHOR OR EQUAL MIN. WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION <br />(1) PER BRACKET ��� <br />WHERE WINDOW FASTENER DOES NOT HAVE 2z BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDADONS. <br />DETAIL W13 ARCH FRAMING DETAIL <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT T 8" KNOCK OUT BLOCK w/ <br />TOP. LAP PER GENERAL NOTES. / 1 15 BAR GROUTED SOLID <br />MAY VARY, <br />SEE PLAN <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING <br />#5 VERTICAL BAR IN <br />GROUTED CELL <br />8" CMU WALL LAID IN <br />RUNNING BOND. <br />W18�TEPPED BOND BEAM OVER LINTEL <br />IRM <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 FROMAPPROVED 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" UNTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B <br />12" TYPE C <br />14" TYPE B** <br />14" TYPE C** <br />16" TYPE B <br />16" TYPE C <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 />10" <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 />10000 <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 />514" <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 />4'6" <br />$60 <br />1105 <br />1173 <br />1600 <br />1631 <br />2090 <br />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 />7'6" <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 />8'4" <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 />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9'4" <br />8'0" <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 />25CA <br />3486 <br />2964 <br />3387 <br />10- 6" <br />g 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 />11'4" <br />1010" <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 1 <br />1684 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />1 2805 <br />3552 <br />12'6" <br />1112" <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 />1314" <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 />1838 <br />2316 <br />2883 <br />14`0" <br />12'8"g <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 />14-8" <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* <br />15' 4" <br />14' 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 />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 />NJA <br />N/A <br />N/A <br />N/A <br />N/A <br />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1671* <br />1997* <br />19' 4' <br />„ <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 />20'0" <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 />N/A <br />340* <br />N/A 1 <br />598* 1 <br />845* <br />1114* <br />1345* <br />1 1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar• Type B = Continuous Grout, Steel perPlanin Bond Beam Only; Type C = Continous Grout, Steel perplan in Bond Ream R Lintal <br />C,O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />C3 THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NI ESE, PE <br />P.E. # 86025 FLORIDA <br />10/2/20 <br />DATE�Vytilt!#� tt <br />O. <br />�+pAtAi» <br />ftttlltt'� <br />LL <br />0 <br />CV <br />0 <br />N <br />55 <br />0 <br />U <br />0 <br />O <br />O <br />O <br />m <br />00 <br />c� <br />O <br />0 <br />V J%.. <br />=O <br />00 <br />QIln <br />Q) <br />0-, <br />ro <br />W <br />"'ll <br />as <br />V <br />O <br />'—' <br />w <br />0 <br />N <br />I� <br />-UPulteGrkouvr <br />PRODUCT MANAGER <br />RELEASE I <br />DATE: xx /xx Am <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />H rhgate <br />NPC CHIID NU ER <br />2811.500 <br />SHEET -S4.2 <br />