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UJ IME 9111 <br />CP <br />3 <br />0 <br />cn <br />(A <br />N <br />0 <br />CD <br />cV <br />0 <br />N <br />of <br />CV <br />° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />° <br />° <br />--NOTE: <br />1.1 <br />PROVIDE BLOCKING <br />H <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° f ° ° ° <br />° ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12 IN <br />° <br />° <br />FIELD <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° °gr° ° ° ° ° ° 010 ° <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 />DOUBLE NAIL EDGE SPACIN( <br />I j �2x4 BLOCKING <br />STUD SPACING PER PLA STRUCTURAL SHEATHING NAILING PER PLAN STRENGTH <br />EATHING SPLICE -SAME THICKNESS AND <br />AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />1X PT BUCK NAILS 04" 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 />FINISH PER ELEAVATION <br />ALILKNAlt: <br />2z OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"0x4" TAPCONS 04" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />SW14 TYPICAL WINDOW ATTACHMENT_ DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />I WOOD 2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"00" TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />o ' . 4t_ ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />BRICK MOULD <br />FINISH PER ELEAVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W 15 <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 />:BAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />:BAR VERTICAL <br />_D 25" MIN. U.N.O. <br />:BAR VERTICAL IN <br />FILLED CELLS, <br />PLAN). <br />:BAR VERTICAL <br />:D 25' MIN. U.N.O. <br />CLEAN OUT AT ALL <br />CELLS. <br />'OUNDATION PLAN <br />)ETAILS FOR FOOTING <br />ORCING. <br />IV I^[ ,II Ild1L <br />TYPICAL FILLED CELL DETAIL <br />W19 UL <br />12 <br />PER <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA TRUSS <br />WIO WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'O, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) <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 SPUCE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONT. w/ tOd COMMONS AT 16' O.C. <br />MIN. ADDITIONAL 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 WIO DETAIL 0— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR SHUTTER ATTACHMENT 2x STUDS AT 16' O.C. <br />2x STUDS AT 16' O.C. <br />— -- SHEATHING PER PLAN 0 EXTERIOR— <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGESHEATHING <br />(1) SP4 TO TONG & JACK STUD U.N.O.- <br />PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN — <br />_11--iI_ <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />(:W05 YPICAL FRAMED BEARING WALL <br />SHEETS FOR NAILING & INSULATION AS PER SPECS. <br />OTHER REQ. <br />PRE—ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />LJ <br />_ _ J FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0 " <br />—0 <br />---FINISHED GRADE <br />' �' I <br />EXTERIOR coNcMONOLITHIC FOUNDATION, SEE <br />.wAll �� � : ' ,, ' , ... � ' __ <br />` STRUCTURAL DETAILS FOR WIDTH, <br />.4 DEPTH & REINF. REQ. <br />GARAGE DOOR AND W30 TYP. 1-STORY WALL SECTION <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6' 'L' BOLTS OR <br />5/8'x6' SIMPSON TITEN HO'S w/ 2' WASHERS AT 24' O.C. & <br />WTHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/43' <br />MASONRY SCREWS 012' O.C. STAGGER ROWS 6' <br />FRAME M BUCK M MASONRY <br />EXTERIOR CONC.WALL <br />1/4' DRIVE-IN ANCHOR ` <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS n •4 n <br />SPECIFICATIONS. <br />1/2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />FRAME M MASONRY <br />W16 TYPICAL GARAGE DOOR ATTACHMENT DETAIL <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 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/IONG STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />WALLS ONLY, FASTEN <br />EXTERIOR WALLS & SHEAR <br />SHEATHING AT 3' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II <br />II <br />II II <br />II II <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. MAX. CLEAR TYPE A 8" TYPE B 12" TYPE B 14" TYPE B** 16" TYPE B 20" TYPE B 24" TYPE B 28" TYPE B 32" TYPE B <br />LINTEL LENGTH OPENING 8" LINTEL 8" TYPE C 12" TYPE C 14" TYPE C** 16" TYPE C 20" TYPE C 24" TYPE C 28" TYPE C 32" TYPE C <br />2'10" 1'6" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />3'6" 2' 2" 2231 3069 3719 3280 5163 6607 8054 9502 10000 <br />3069 4605 5206 6113 7547 8974 10000 10000 <br />4-0" 2'8" 1783 2561 2751 3280 3820 4890 5961 7034 8107 <br />2561 4605 5206 6113 7547 8974 10000 10000 <br />4'6" 3'2" 1343 1969 2110 2992 2931 3756 4576 5400 6224 <br />1969 4375 5206 6113 7019 8672 10000 10000 <br />4'8" 3'4" 1217 1349 1438 1716 1999 2560 3132 3686 4249 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />5'4" 4'0" 1006 1349 1438 1716 1999 2560 3132 3686 4649 <br />1349 3090 4567 5365 4766 5817 7074 8203 <br />5110" 4'6" 860 1105 1173 1600 1631 2090 2549 3009 3470 <br />1105 2622 4242 4360 3942 4889 5817 6662 <br />6' 6" 5'2" 710 1232 2177 3738 3480 3031 3707 4383 5061 <br />1232 2177 2738 3480 5381 8360 8625 7590 <br />7'6" 6' 2!' 570 991 1729 2108 2632 2205 2698 3191 3685 <br />991 1729 2108 2632 3898 5661 4742 5501 <br />8'4" 7,0" 488 699 1160 1516 1626 2564 3486 2818 3302 <br />699 1245 1516 1843 2564 3486 2964 3387 <br />9'4" 8'0" 416 699 1160 N/A 1625 2564 3486 2818 3302 <br />699 1245 N/A 1843 2564 3486 2964 3387 <br />10'6" 9'2" 354 535 890 N/A 1247 2093 2777 2163 2536 <br />535 1054 N/A 1533 2093 2781 2259 2615 <br />11'4" 10.0" 315 567 890 N/A 1366 1846 2423 3127 4006 <br />567 945 N/A 1366 1846 2423 3127 4006 <br />12'0" 10.8" 292 525 873 N/A 1254 1694 2193 2805 3552 <br />525 873 N/A 1254 1694 2193 2805 3552 <br />12'6" 11'2" 277 471 755 N/A 1075 1428 1838 2316 2883 <br />471 755 N/A 1075 1428 1838 2316 2883 <br />471 755 N/A 1075 1428 1838 2316 2535 <br />13'4" 12'0" 255 471 755 N/A 1075 1428 1838 2316 2883 <br />14'0" 12-8" 239 424 706 N/A 1002 1326 1697 2127 2278 <br />424 706 N/A 1002 1328 1697 2127 2630 <br />14'8" 13'4" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 783* N/A 1234* 1421* 1779* 2188* 2662* <br />15' 4" 14' 0" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 710* N/A 1160* 1331* 1660* 2032* 2459* <br />17'4" 16'0" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 548* N/A 952* 1117* 1379* 1671* 1997* <br />N/A N/A N/A N/A N/A N/A N/A N/A <br />19 4" ,810.. N/A N/A 420* N/A 750* 960* 1177* 1415* 1676* <br />20'0" 18'8" N/A N/A N/A N/A N/A N/A N/A N/A N/A <br />N/A 340* N/A 598* 845* 1114* 1345* 1468* <br />*PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar; Type B = Continuous Grout Steel er Plan in Bond Beam Onl ; T e C = Continous Grout, Steel per Ian in Bond Beam & Lintel <br />,`,,►LIT,,,,, <br />'0A Fieldstone <br />,`,,►LIT,,,,, <br />'0A Fieldstone <br />Al <br />A. , <br />C.O.A.# 29349 ti`, <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />• g <br />(248)622-4035 <br />BENJAMIN NIESE <br />P. E.# 86025 <br />rA <br />❑ THOMAS A. WEBER, PE i <br />TE OF vj <br />P.E.# 73242 <br />FLORIDA <br />08A 0TE 3-2020 <br />A <br />0 <br />0 <br />(V <br />CD <br />i <br />c� <br />0 <br />U <br />0 <br />0 <br />L0 <br />r-1 <br />M <br />O <br />VJ <br />� <br />O <br />A� <br />`0 <br />C, <br />v <br />U <br />• <br />"10 <br />�.-0�+ <br />1a. <br />' ' <br />c <br />cCs <br />N <br />0 <br />#PulteGroupr <br />PRODUCT MANAGER <br />IRELEASE I <br />11A Tr. v v <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME nK <br />09AAAA� GD R <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET S4,2 <br />J <br />d <br />