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a <br />gm— <br />N <br />E <br />0 <br />N <br />0 <br />N <br />0 <br />a <br />a o a a a a a o o a a a o 0 <br />0 <br />aNOTE: <br />0 101 <br />PROVIDE BLOCKING AT ALL <br />0 <br />a <br />o <br />a <br />a <br />SHEATHING <br />EDGES. <br />a a <br />o o a o a a o a a o <br />a a a a a a a o a a <br />a <br />a <br />o a <br />o a <br />a a <br />a a <br />o <br />a <br />a <br />a <br />a o <br />a a <br />AIL SPACING AT <br />a <br />o <br />a <br />o <br />0 <br />o <br />a <br />o <br />a <br />0 <br />12' IN FIELD <br />ce a <br />o a <br />0 0 <br />o <br />0 <br />a <br />a <br />a <br />o <br />0 <br />o a o 0 0 o a a o of a a <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 />1/16' SHEATHING <br />8d <br />3' O.C. <br />3' O.C. <br />12' O.C. <br />AL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1 /2' 1/2 S <br />0 0 <br />�o <br />DOUBLE NAIL EDGE SPACIN( <br />_,�-2x4 BLOCKING <br />NAILING STUD SPACING PER P EATHNG SPLICE —SAME THICKNESS AND STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT- <br />1 x WOOD 1z CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />1X PT BUG( 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 ELEAVATTON <br />ALILKNAIt: <br />2x_ 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 />TYPI(.AI WINI1(1W ATTA(:HMFNT nFTAII <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2z 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 />'ACH DOOR PER <br />iRIDA PRODUCT <br />'ROVAL <br />CK MOULD <br />SH PER FLEAVATTON <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W <br />15 <br />EXTERIOR CONCAALL • • . <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'6' 'L' BOLTS OR <br />5/8'x6' SIMPSON TITEN HD'S w/ 2' WASHERS AT 24" O.C. do <br />WITHIN 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 wAIl • ...: <br />1/4' DRIVE—IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER : •' ; <br />MANUFACTURERS I .; <br />SPECIFICATIONS. II <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 />rW16 �YPICAL GARAGE DOOR ATTACHMENT 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 />." <br />W02 GABLE END SHEATHING DETAIL <br />EBAR, CONT. IN 12 <br />BEAM PER <br />BEAM PER PLAN EL <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 />-ORCING. <br />IV LAF 1I IrII.MLI <br />W19TYPICAL FILLED CELL DETAIL <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), 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 CUM AT IV O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10di/z <br />COMMON NAILS AT ENDS NAIL PLATES <br />HEADER PER RAN, (2) PLY KING STUDTO <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />PTU) <br />MIN. MOTIONAL JACK STUD HHE)A1DEERR (MAIN. <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 WAIL 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 <br />2x STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <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 />EDGE NAIL SHEATHING <br />I I I ( (1) SP4 TO KING do JACK STUD U.N.O.— <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN — <br />II II <br />W05 <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />PICAL 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 />L1 <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 />Of-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W30 IY. 1-STORY WALL SECTION <br />TRUSS BOTTOM CHORD PER <br />MANUR 0 24' O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE OM <br />OF HHEADEERR PEOP R R PLLAAN�� <br />7 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 />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />it 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 USTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />UNTEL LENGTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" UNTEL <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 />316" <br />212" <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 />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 />466" <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 />7-6" <br />62" <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 />912" <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 />1010.. <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 />1429 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1839 <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 />1314" <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 />* <br />1421* <br />1 <br />2 <br />2662* <br />5' <br />14" <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 />1810" <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-UNTELS <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 Band Beam & Lintel <br />`�1�111111/�A� <br />000Fiel&tone '��p"' <br />C.O.A.# 29349 <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 O. 602 <br />(248) 622-4035 <br />0 BENJAMIN NIESE <br />P.E.#86025 �� <br />:' A <br />❑ THOMAS A WEBER, PE <br />i STATE <br />P.E.# 73242 <br />FLORIDA <br />07--14-2020DATE <br />SIGNED— <br />e—� <br />00 <br />Ezz <br />0 <br />00 <br />A� <br />�MM <br />v <br />U <br />•� <br />O <br />0 <br />ci <br />a <br />-2 <br />CO <br />*PulteGrour <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Me <br />PLAN <br />�NAME <br />��T <br />O iL�1 1�1C]1 \ CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />1 S4.2 <br />I <br />