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f 1 <br />0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />0 <br />0 <br />----NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />0 <br />o <br />0 <br />0 <br />SHEATHING <br />EDGES. <br />0 <br />0 <br />0 <br />0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 0-0 0 <br />0 0 0 0 0 <br />0 0 1 0 0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />AIL <br />0 <br />0� <br />SPACING AT <br />0 <br />0 <br />0 <br />o <br />0 <br />0 <br />0 <br />/" 2" IN <br />0 <br />FIELD <br />0 <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 0 0 9" 0 0 0 0 0 <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 />3/8' <br />SINGLE NAIL EDGE -SPACING <br />1/2" 1/2 S <br />0 <br />0 <br />DOUBLE NAIL EDGE SPACIN( <br />_1_2x4 BLOCKING <br />NAILING-V <br />STUD SPACING PER PLAW--/ STRUCTURAL SHEATHI PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />W01 <br />CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STU[ <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 />W10 <br />CD <br />CD <br />C14 <br />E <br />Q) <br />(D <br />im <br />S <br />STUDS AT 16" O.C. <br />EATHING PER PLAN <br />70M PLATE CONNECTOR: <br />SDWC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <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 />I <br />I <br />EDGES <br />)GABLE END SHEATHING DETAIL, <br />W02 /a= <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x_ CUSTOM PT BUCK TO MASONRY. <br />1x WOOD MATCH FRAME WIDTH, ATTACH wfT" <br />1X PT 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 />AL I LKNA I L: <br />2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />1/4"Ox4" TAPCONS @4" FROM ENDS <br />FINISH PER ELEAVATION AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />W14 IY�PIC�AL _fflINWDQ_CA_UTQCH_KE_NT _WET_AIL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />2x OR GREATER BUCK TO MASONRY <br />Ix WOOD <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 />IROVAL <br />'K MOULD <br />3 <br />SH PER ELEAVATION <br />W15 IMPIC�AL�DQ_®R _FT_WACAM_WNT_NF_TA1k <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 />FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />7 ORCING. <br />I U Lr%F I I F I UML) <br />W19 IY�PICKL -FILL_ED �CEWL D�ET_RIL <br />Will 1:12C Alcork 1*111111 <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECAFICATIONS. <br />EXTERIOR CONC.WALL- <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />STRAP INSIDE FACE OF WALL PER <br />W10 W`HEN 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 />W <br />COMMON NAILS AT ENDS AIL 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 />A* ..A <br />A.. <br />. A4 A <br />........... <br />. -A <br />A`- <br />-74 <br />A <br />Z2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6' 'I! BOLTS OR <br />5/8"x6" SIMPSON TITEN HD'S w/ 2' WASHERS AT 24' D.C. & <br />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/43" <br />MASONRY SCREWS 0 12" D.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />A. ..... <br />A' <br />A... <br />. A 1 <br />:A <br />�1 <br />. . A A <br />EDGE NAIL SHEATHING <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />STRAPPING AT INTERIOR <br />FACE PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <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 />HEADER PER PLAN, (2) PLY <br />(6) 1 Od NAILS KING STUD TO <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 1 Od <br />FASTEN WALL SHEATHING <br />NAILS U.N.0 - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND <br />HEADER <br />OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />1 - - ��L - I T__ - - <br />LUL _j L <br />NOI: FOR EXTERIOR BEARING WALLS ONLY <br />IA,naVYPICAL FRAMED BEARING WALL <br />v v v %J ]IM <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />UNTEL WITH POWER DRIVEN FASTENERS AT 12' D.C. <br />FASTENERS TO BE 1/9' DIA. MIN. AND EMBEDDED 3/4' MIN <br />MINIMUM SHEAR CAPACITY TO BE 150j. <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 MTHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY MIEN <br />BARREL FRAMING IS USED. <br />0`-16' MAX. CAP <br />24 FILL w/ 2' MAk GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT VANDOW <br />FAST04ER LOCATIONS. <br />. <br />A <br />MANUFACTURERS Ix P.T. SHIM <br />SPECIFICATIONS. NOTES- ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />G To INDIVIDUAL OPENING.""� ALTERNATE <br />S T L <br />C, "d <br />I <br />I ' <br />IF NNDOW OR DOOR IS INSTALLED IN OPENING SEE *TYPICAL <br />7 0 IN�T I no <br />1/2' x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL. MIN. WINDOW AND DOOR ATTACHMENT DETAIL' FOR INSTALLATION <br />1 1/2' EMBED INTO MASONRY, (1) PER BRACKET <br />11 DETAIL <br />WHERE WNDOW FASTENER DOES NOT HAVE 2x BACKING THE <br />FRAME TO MASONRY FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE 6TERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATONS. <br />YPICAL GARAGE DOOR ATTACHMENT DETAIL W13 ARCH FRAMING DETAIL <br />W16 KUY <br />STUD COLUMNS PER PLAN <br />r4 SDS SCREW 0 16' D.C. <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' D.C. <br />UD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY. V x 5' SDS SCREWS <br />5-PLY: )41 x 6' SDS SCREWS <br />6-PLY: A' x 8* SDS SCREWS <br />7-PLY. r4 x r SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />)d NAILS 0 8" O.C. <br />PLY) <br />(2) 10d NAILS 0 r D.C. <br />(EACH PLY) <br />PMMARY METHOD ALTERNATE METHOD <br />�STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD GOLUMNS <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --A <br />MAY VARY, <br />SEE PLAN <br />BONDBEAM TOP COURSE <br />LINTEL OVER OPENING <br />8" KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLD <br />#5 VERTCAL BAR IN <br />GROUTED CELL <br />8" CMU WALL LAID IN <br />RUNNING BOND. <br />�TEPPED BOND BEAM OVER LINTEL <br />W18 )m <br />CONNECT WALLS PER WIO DETAIL @ <br />INTERIOR NON -SHEATHED WALLS <br />2x STUDS AT 16" O.C. <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 />-FL -:2 <br />LL — —1 1- <br />- — — — — — - <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />TRUSSBOTTOM 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 />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 />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 8 <br />8" TYPE C <br />12" TYP B <br />12"TYPEC <br />14" TYPE B** <br />114"TYPEC"I <br />16" TYPE B <br />16"TYPEC <br />20" TYPE B <br />20"TYPEC <br />24" TYPE B <br />24"TYPEC <br />28" TYPE B <br />28"TYPEC <br />32" TYPE B <br />32" TYPE C <br />2' 10" <br />11611 <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 />3' 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 />1 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 />860 <br />105 <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1105 <br />2622 <br />4242 <br />4360 <br />3 942 <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 />7'6" <br />61211 <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 />81 4jl <br />TO" <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 />91411 <br />8� 0.1 <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 />3,186 <br />2964 <br />3387 <br />1U 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 />,010.1 <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 />10.8.1 <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 />141811 <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 />151411 <br />141011 <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 />,810.1 <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 />18.8.1 <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-LINTIELS <br />Type A Unfilled no Rebar; Type B Continuous Grout, Steel per Plan in Bond Beam Only; Type C Continous Grout, Steel per pIC.O.A.# ARCHITECTURE <br />. <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12-13-2019 <br />DATE %%I11111 <br />IN <br />I T <br />LORID <br />-IN <br />111VA1. x X\ <br />C) <br />C114 <br />9f <br />a_ <br />CD <br />0 <br />-:v <br />co <br />C? <br />r__q <br />00 <br />+5 <br />. <br />> <br />00 <br />8 <br />CYN <br />4-J <br />M <br />C14 <br />1� <br />1-11 <br />-14 <br />U <br />m <br />bb <br />r <br />co <br />ANEL <br />inw_ <br />mpulteGroux <br />d. <br />a <br />U <br />40,00, <br />0 <br />1 <br />=> <br />0 <br /><� <br />�r. 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 11/08/2019 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVE <br />Pulte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />m.2 <br />