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° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />° <br />°---NOTE: <br />° <br />PROVIDE BLOCKING <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />A <br />12" IN <br />° <br />° <br />FIELD <br />° <br />° <br />° <br />i <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° °91, ° ° ° ° ° ° ° ° ° <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 S <br />° ° <br />1/2 <br />DOUBLE NAIL EDGE SPACIN( <br />1�1�-2z4 BLOCKING <br />STUD SPACING PER PLAJ NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER PLAN STRENGTH 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 />W10 <br />a <br />STUDS AT 16" O.C. <br />EATHING PER PLAN <br />TOM 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 />INT FINISH <br />1x WOOD <br />1X PT BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <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 />W02ILM <br />GABLE END SHEATHING DETAIL <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 />2x OR GREATER BUCK TO MASONRY <br />BUILT—UP THICKNESS <2 1/4" <br />= 1/4"4x4" TAPCONS @4" FROM ENDS <br />FINISH PER ELEAVATION AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER i <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 />� u <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A" "L" BOLTS OR <br />58"6°SIM T2°OC & <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />�— TRUSS BOTTOM CHORD PER <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) 10d 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 --A <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 />I (1) SP4 TO KING & JACK STUD U.N.O. I I I I <br />EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />—-Li —1L —Li _JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />1AInC1TYPICAL FRAMED BEARING WALL <br />V Y V %J JKU <br />/ x PSON TITEN HD S w/ 2 WASHERS A 4 AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />TYPICAL WIND 0 W ATTACHMENT D E TAIL MASONRY <br />WITHIN 6° C TOP AND BOTTOM. G (2) ROWS OF 1/4°z3" LINTEL WITH POWER DRIVEN FASTENERS AT 12` D.G. <br />MASONRY SCREWS ®12" O.C. STAGGER ROWS 6° FASTENERS TO BE 1/8' DIA. MIN. AND EMBEDDED 3/4' MIN. 0"-16' MAX. GAP <br />W14 FRAME TO BUCK TO MASONRY MINIMUM SHEAR CAPACITY TO BE 150r. <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD <br />2x_ OR GREATER BUCK TO MASONRY <br />BUILT—UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"Ox4" 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 />w ICAL D ,�,�TYPOOR ATTACHMENT DETAIL <br />rr im <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 />=OUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />IU LMF IllF-IUML) <br />W19 TYPICAL FILLED CELL DETAIL <br />.I. _ <br />EXTERIOR CONC.WALL <br />. . <br />1/4" DRIVE-IN ANCHOR ;.°; ' <br />.:_ <br />a° <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER : __._ ° ` <br />:^. . <br />MANUFACTURERS _ . 'I "d. <br />rT.. d . ; <br />SPECIFICATIONS. — 'II <br />1 <br />1/2" x 2 1/4" HILTI SLEEVE ANCHOR OR EQUAL <br />MIN. <br />1 1/2° EMBED INTO MASONRY. (1) PER BRACKET <br />_ <br />FRAME TO MASONRY <br />GARAGE <br />DOOR ATTACHMENT <br />DETAIL <br />W16 TYPICAL <br />STUD COLUMNS PER PLAN <br />N SOS SCREW 0 IC O.C.— <br />STAGGEIRED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />ND COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: N x 5' SOS SCREWS <br />5-PLY: N x 6' SDS SCREWS <br />6-PLY: N x 8" SDS SCREWS <br />7-PLY: r x 8" SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />)d NAILS 0 8' O.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 />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REWIRED AT 2 SIDES IN 2z4 <br />LL 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 />1x P.T. SHIM <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />F WINDOW OR DOOR IS INSTALLED IN OPENING SEE 'TYPICAL <br />W4NDOW AND DOOR ATTACHMENT DETNL' FOR <br />DETAIL <br />WHERE WINDOW FASTENER DOES NOT HAVE 2z BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1z SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />W13 ARCH FRAMING DETAIL <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 />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 ITEPPED BOND BEAM OVER LINTEL <br />ILU <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 />181. LINTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B <br />12" TYPE C <br />14TYPE B** <br />114"'TYPEC**� <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 />3'6" <br />2'2" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />10" <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 />54W <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 />g� <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 />2232 <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 />1694 <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 />1N 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. 0.1 <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" <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 = Conti nous Grout, Steel per pl A INCH <br />C.Q. .# A ITECTURE,. <br />AA26002802 <br />C.O A. # ENGINEERING: <br />29349 <br />J THQMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />a BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12-13-201.9 <br />DATE ��tlittl t(ttjl�f <br />r <br />O. <br />STATE OF V <br />41 <br />0 <br />N <br />U <br />_ <br />0 <br />U <br />0 <br />00 <br />Mom <br />t J <br />r _4 <br />Q) <br />00 <br />41 <br />L\ <br />V J <br />00 <br />�I <br />01\ <br />O <br />'0 <br />N <br />U <br />as <br />•'■■� <br />- 4 <br />7j <br />o <br />�' <br />� <br />w <br />bA <br />N <br />as <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 />S4.2 <br />---------------- <br />