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i"ui u <br />° ° ° ° <br />2 <br />° <br />o <br />o <br />° <br />° <br />o <br />° <br />° <br />° <br />° <br />--NOTE: <br />SHEATHING <br />H <br />PROVIDE BLOCKING <br />EDGES. <br />H <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />, <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° °°° <br />c o °°° <br />o <br />NAIL <br />12" IN <br />° <br />° <br />o ° ° <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 />" <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />3/8" <br />SINGLE NAIL EDGE 'SPACING <br />1/2" 1/2 S <br />° ° ° <br />t /2" <br />DOUBLE NAIL EDGE SPACIN( <br />`-2x4 BLOCKING <br />NAILING <br />STUD SPACING PER PLA <br />STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />DOUBLE 2x TOP PLA <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />3" POWDER ACTUATE <br />FASTENERS OR TAPC <br />® 16" O.C. <br />2x P.T. PLATE <br />STUDS PER PLAN <br />EATHING PER PLAN <br />-----REFER TO FOUNDATION <br />PLAN FOR FOOTING SIZE <br />AND LOCATION <br />WAD AD BEARING WALL w/o UPLIFT <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 />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />1x P.T. SHIM <br />0"-16" MAX. GAP <br />2x4 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />NOTES: 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 WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />vv`131ARCH FRAMING DETAIL <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 />W02 )GABLE END SHEATHING DETAIL <br />IRM <br />INT. FINISH <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />1x WOOD <br />MATCH FRAME WIDTH, ATTACH w/ "T" <br />tx P.T. BUCK <br />NAILS @ 4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDOW THRU <br />ATTACH <br />ATTACH WINDOW PER <br />BUCK INTO MASONRY PER FLORIDA <br />PRODUCT <br />FLORIDAPPROVAL <br />PRODUCT APPROVAL <br />ALTERNATE: <br />SILICONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />-UP THICKNESS < 2 1/4" _ <br />FINISH PER ELEVATION <br />1/4"0 x 4" TAPCONS ® 4" FROM <br />ENDS AND 12" O.C. REMAINDER. w 1 <br />1/4" EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />Scale: <br />N.T.S. WGM-140 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH <br />2x OR GREATER BUCK TO MASONRY <br />1x WOOD <br />BUILT-UP THICKNESS < 2 1/4" = <br />2x P.T. BUCK <br />1/4"0 x 4" TAPCONS 0 4" FROM <br />ENDS AND 12" O.C. REMAINDER w/ 1 <br />ATTACH DOOR PER <br />1/4" EMBEDMENT <br />FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH w/ <br />FINISH PER ELEVATION <br />NAILS ® 4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH DOOR THRU <br />BUCK INTO MASONRY PER FLORIDA <br />PRODUCT APPROVAT-- <br />TYPICAL DOOR ATTACHMENT <br />DETAIL <br />s�ae: <br />N.T.S. WGM-150 <br />REBAR, CONT. IN <br />ND BEAM <br />ND BEAM PER PLAN <br />REBAR VERTICAL <br />PPED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />LID FILLED CELLS, <br />1 PLAN). <br />REBAR VERTICAL <br />PIPED 25" MIN. U.N.O. <br />K5" CLEAN OUT AT ALL <br />LED CELLS. <br />E FOUNDATION PLAN <br />D DETAILS FOR FOOTING <br />INFORCING, <br />I LMF IIFlUTAL) <br />W19 I TYPICAL FILLED CELL DETAIL <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED <br />PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />EXTERIOR <br />CONC.WALL <br />1/4" DRIVE-IN <br />GARAGE DOOR AND <br />TRACK, INSTALLED <br />PER <br />MANUFACTURERS <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A ®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 />PROVIDE 48" LAP SPLICER (3) <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY 6 <br />() lOd NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. ADDTTONAL 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 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM - <br />(1) SIMPSON LSTA18 <br />AT 3" O.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 2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2z STUDS AT 16" O.C. <br />- T-r <br />— -- - <br />SHEATHING PER PLAN • EXTERIOR <br />I ( I I WALLS AND SHEAR WALLS (ON <br />I I OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN <br />II II <br />NOTE: FOR <br />EXTERIOR BEARING <br />WALLS ONLY <br />(maNTYPICAL <br />FRAMED <br />BEARING WALL <br />v v v v /■m <br />2X6 WOOD BUCK ANCHORED TO <br />CMU w/ 1/2" x 6" "L" BOLTS OR <br />5/8" x 6" SIMPSON TITEN HD'S <br />FRAME TO BUCK TO w/ 2" WASHERS AT 24" O.C. & <br />MASONRY WITHIN 6" OF TOP AND BOTTOM, <br />1- OR (2) ROWS OF 1/4" x 3" <br />MASONRY SCREWS @ 12" O.C. <br />STAGGER ROWS 6" FROM EA. END <br />mmmmmmmhq <br />mil <br />ILI <br />1/2" x 2 1/4" HILTI SLEEVE <br />ANCHOR OR EQUAL MIN. 1 <br />1/2" EMBED INTO MASONRY <br />FRAME TO MASONRY (1) PER BRACKET <br />TYPICAL GARAGE DOOR ATTACHMENT <br />scale: <br />N.T.S. <br />STUD COLUMNS PER PLAN <br />Y' SOS SCREW 016, D.C. - <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />UD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: Y" x 5' SOS SCREWS <br />5-PLY: Y' x 6' SIDS SCREWS <br />6-PLY: Y" x If SOS SCREWS <br />7-PLY: Y,' x 8" SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />)d NAILS 0 8' O.C. <br />PLY) (2) 10d NAILS 0 e O.C. <br />(EACH PLY) <br />PRIMARY METHOD ALTERNATE METHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />WGM-160 <br />TRUSS BOTTOM CHORD PER <br />MANUF. • 24" O.C. <br />— EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />OF HEADER PER PLAN <br />r — _ _ — 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" O.C. ALL <br />F_7��7� <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />ii _a_ - __71 <br />II II <br />II II <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <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" 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 />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 />10" <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 />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 />5110" <br />4' 6" <br />860 <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 />6- 6" <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 />T 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 />2109 <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 />8.01, <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 />11'4" <br />10,0" <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 />10'8" <br />292 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2905 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />12'6" <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 />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 />1 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 />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 />1671* <br />1997* <br />19' 4" <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 <br />598* <br />845* <br />1114* <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <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.O.A.# ARCHITECTURE: <br />AA26002802 <br />C,O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />R.E. # 73242 FLORIDA <br />8 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/16/21 <br />DATE <br />STATE CO <br />JO..... <br />0 <br />W <br />M <br />MO <br />t'J <br />� <br />r <br />00 <br />c� <br />O <br />r ^ <br />V J\ <br />�� <br />o <br />o0 <br />N <br />n111-3 <br />F) <br />i-1 <br />0 <br />d1 <br />U <br />—4 <br />t <br />d� <br />M <br />cc1 <br />O <br />� <br />bJJ <br />CIO <br />vs <br />N <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />S4.2 <br />