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_ P 9 11 1.1 I 1 II I l' !11If 1w ! I III I I I I I I I <br />° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />° <br />°--NOTE: <br />° <br />PROVIDE BLOCKING <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />0 <br />° <br />° <br />° ° <br />° ° <br />° ° <br />0 ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />0 ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12" IN <br />° <br />° <br />FIELD <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° ° ° ° ° ° ° of ° ° <br />EXTERIOR WALL SHEATHING <br />SHEA_'HING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />SH1ATHING <br />8d <br />3' O.C. <br />3' O.C. <br />12" O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />cL 1 /2" <br />DOUBLE NAIL EDGE SPACING <br />-'--2x4 BLOCKING <br />NAILING <br />STUD SPACING PER PL STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SANE THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 EA STUD <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 <br />w/ 30 PLATE WASHERS <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 />7/16MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />STRUCTURAL SHEATHING <br />NAIL SPACING ®12" IN FIELD <br />SINGLE NAIL EDGE SPACING <br />W02lau <br />1GABLE END SHEATHING DETAIL <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />NAILS 04" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL EXTERIOR CONC.WALL <br />-2z STUDS AT 16" O.0 <br />ATTACH WINDOW PER <br />.• , <br />o • FLORIDA PRODUCT <br />APPROVAL <br />2z �OR GREATER BUCK TO MASONRY <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />BUILT-UP THICKNESS <2 1/4' / <br />-SHEATHING PER PLAN <br />SILICONE SEALANT <br />= 1/4%4" TAPCONS 04" FROM ENDS <br />MANUFACTURERS <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS 0 EA STUD <br />.......::..:............ FINISH PER ELEAVA110N <br />" <br />AND 12 O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />SPECIFICATIONS. <br />— <br />REFER TO FOUNDPTION PLAN FOR <br />FOOTING SIZE ANC LOCATION <br />OAD BEARING WALL w/UPLIFT <br />°• <br />. •v <br />-- <br />. <br />. i <br />.•4 •. : <br />O. <br />.. <br />.. <br />.. <br />74 .. '. . <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 0 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 />L26 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR <br />5 8' 6° SIMPSON TITEN HD'S "' WASHERS AT 24' 0 C & <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />�- TRUSS BOTTOM CHORD PER <br />01 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. FT <br />I EDGE NAIL SHEATHING TO TOP <br />STRAPPING AT INTERIOR PROVIDE 48° LAP SPLICE w/ (3) lOd 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) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS <br />MIN. ADDTIONAL JACK STUD AND CONN. REQ. PER PLAN. <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT <br />(1) SIMPSON LSTA24 w/ (18) tOd <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 />SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. _ _ SHUTTER ATTACHMENT <br />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 />_LL _jL _LL_-1L <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,AM),TYPICAL FRAMED BEARING WALL <br />TV v v /YTS <br />/ x w/ t AT CMU WALLS USE 2x P.T. ATTACHED TO BLOC( OR <br />TYPICAL WINDOW ATTACHMENT DETAIL - - - MASONRY <br />WITHIN 6' of TOP AND BO.C. m. STAGGER <br />(2) ROWS OF 1/4'x3' LINTEL WITH POWER /8' DI FASTENERS AT 12• D.C. <br />MASONRY SCREWS ®12' O.C. STAGGER ROWS 6' FASTENERS TO 8E 1/8' DIA MIN. AND EMBEDDED 3/4' MIN. 0'-16' MAX. GAP <br />FRAME TO BUCK TO MASONRY ItlHIMIMI SHEAR CAPACITY To BE 150j <br />WOOD BUCK ATTACHMENT: <br />2x_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />1/4"04" TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ATTACH DOOR PER Ix unium rl ouun IU mAJVIVICI. <br />FLORIDA PRODUCT MATCH FRAME WIDTH, ATTACH w/" T" <br />APPROVAL NAILS 04" FROM ENDS AND 12" O.C. <br />- BRICK MOULD REMAINDER. ATTACH DOOR THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />FINISH PER ELEAVATION APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />IIiSt <br />In" i An /Tvninm #5 REBAR, CONT. IN <br />BOND BEAM <br />BOND BEAM PER PLAN <br />#5 REBAR VERTICAL <br />LAPPED 25" MIN. U.N.O. <br />#5 REBAR VERTICAL IN <br />SOLID FILLED CELLS, <br />(SEE PLAN). <br />#5 REBAR VERTICAL <br />LAPPED 25" MIN. U.N.O. <br />3"x5" CLEAN OUT AT ALL <br />FILLED CELLS. <br />SEE FOUNDATION PLAN <br />AND DETAILS FOR FOOTING <br />REINFORCING. <br />10° LAP (TYPICAL) <br />W19 1YRICAUILLED <br />CELL DETAIL <br />2x ANGLE AS REWIRED w/ (2) 10d <br />I <br />TOE NAILS AT EACH END. <br />EXTERIOR CONC.WALL <br />• ° <br />STRUCTURAL SHEATHING REWIRED AT 2 SIDES IN <br />2x4 ALL w/ 2' MAX. GAP <br />— •. <br />1/4' DRIVE-IN ANCHOR ___ ;.•; ' <br />`..___. <br />WINDOWS AND DOORS AND AT ENTRIES INTHWT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BETWEEN BLOCKS BLOCK <br />AS REWIRED AT WINDOW <br />'" ._ .. <br />.• B .........._ .. <br />BARREL FRAMING IS USED. <br />FASTENER LOCATONS. <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />:!. . <br />MANUFACTURERS I I °a. <br />'n.. , '. <br />Ix P.T. SHIM <br />SPECIFICATIONS. n <br />I <br />NOTES. <br />ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDINWAL OPENING. <br />— <br />LWV <br />'TYPICAL <br />E WINDOW OR DOOR IS INSTALLED IN OPENING SEE <br />1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL <br />MIN. WINDOW AND DOOR ATTACHMENT DETAIL! FOR INSTALLATION <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKETDETAIL <br />_ <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FRAME TO MASONRY <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATONS. <br />GARAGE <br />DOOR ATTACHMENT <br />DETAIL W13 ARCH FRAMING <br />DETAIL <br />W16 �YPICAL <br />STUD COLUMNS PER PLAN <br />Y SDS SCREWY 016' D.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />STUD COLUMNS PER PLAN OVFRXI SPACING) <br />4-PLY: N x 5' SDS SCREWS <br />5-PLY: Y' x 6' SOS SCREWS <br />6-PLY: Y, x 8' SDS SCREWS <br />7-PLY: N x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />(2) 10d NAILS 0 8' D.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />1STUD PACK DETAIL <br />(2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />FOR (4) PLY OR MORE STUD COLUMNS <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT 8' KNOCK OUT BLOCK w/ <br />TOP. LAP PER GENERAL NOTES. �— #5 BAR GROUTED SOLID <br />15 VERTICAL BAR IN <br />GROUTED CELL <br />BOND BEAM TOP COURSE <br />t <br />8' CMU WALL LAID IN <br />LINTEL OVER OPENING RUNNING BOND. <br />W18�TEPPED BOND BEAM OVER LINTEL <br />Im <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 />PEA <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 />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />3' 6" <br />2' 2" <br />2231 <br />3069 <br />3719 <br />32W <br />5163 <br />%07 <br />8054 <br />9502 <br />10000 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10" <br />10" <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 />46M <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 />54M <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 />4'6" <br />g60 <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 />4899 <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 />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 />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 />2805 <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 />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 ply O <br />.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-2019 <br />DATE,``ElTlltttt/t <br />�_v <br />1 ~ <br />(� TE....... <br />,• • IR/OP! • •' �?�� <br />�fi`SiSjONAL \i <br />jf llIW AL j\\ <br />0 <br />CV <br />9 <br />El - <br />CD <br />v <br />O <br />c <br />m <br />r-4 <br />Q) <br />00 <br />M <br />'1^I <br />O <br />0 <br />\ <br />o <br />00 <br />� <br />O <br />U <br />c� <br />�4 <br />� <br />wbJ�D <br />N <br />� <br />lkPu tte '. :z <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />34.2 <br />