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EXTERIOR WALL SHEATHING <br />MTS16 FROM EA. TRUSS <br />° <br />° ° ° ° ° ° ° ° ° ° ° <br />° ° <br />STRAP INSIDE FACE OF WALL PER <br />TO HDR. <br />° <br />° <br />° <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <br />BLOCKING <br />EXTERIOR <br />GABLE <br />END SHEATHING <br />W10 WHEN° <br />INSTALLED ON U NSS SIDERAPS <br />< <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />(NON -SHEATHED) FACE OF WALL <br />° <br />--NOTE: PROVIDE BLOCKING AT ALL <br />SHEATHING EDGES. <br />° <br />7/16' SHEATHING <br />Sd <br />3" O.C. <br />3" O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />EDGE NAIL SHEATHING <br />PER PLAN <br />DLL 2X TOP PLATE BOTTOM 2X TOP <br />EDGES <br />(MIN) <br />REQUIRED MIN <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />SIMPSON H2.5A ®TOP &BOTTOM OF <br />CRIPPLES AS REQ'D, <br />U <br />PLATE TO BE SPLICED OVER A STUD. <br />° <br />° <br />3/4' <br />" <br />7/16 MIN <br />ALL <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />° <br />SHEATHING <br />8d <br />3" O.C. <br />3" O.C. <br />12' O.C. <br />EDGES <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />° <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16' O.C. - <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° <br />° <br />° ° <br />PLATE TO BE SPLICED OVER A STUD. <br />° <br />° ° ° <br />° ° ° ° <br />° <br />° <br />i <br />r <br />3/4 <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY <br />8 10d NAILS KING STUD TO <br />( ) <br />° <br />° <br />° <br />° <br />- <br />3/8" <br />STRUCTURAL SHEATHING <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADDITIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />° <br />; <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />° <br />l._ <br />! <br />TO HEADER (MIN 3 EA PLY <br />(1) SIMPSN LSTA24 w/ (18) 10d <br />a <br />! <br />" <br />WALLlHAROUNDG <br />NAILS N.0 -CENTER ON BOTTOM <br />0 <br />0 <br />° <br />✓ \ <br />SHEARWALL LATERAL <br />LOAD DESIGN NAIL <br />° ° ° ° <br />NAIL SPACING <br />� 12 IN FIELD <br />1 SIMPSON LSTA18 <br />() <br />ATS3' O.C.AITEN <br />HEADER <br />° <br />AIL SPACING AT <br />° <br />\ <br />�,� s <br />SPACING <br />� <br />i <br />+ <br />�,,--'� <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />° <br />12" IN FIELD <br />° <br />SINGLE <br />NAIL <br />EDGE <br />IV <br />SPACING' <br />STRUCTURAL SHEATHING PER PLAN <br />DOUBLE SILL AS REQ. FOR <br />INTERIOR NON -SHEATHED WALLS <br />° <br />�' <br />% <br />/ <br />SINGLE <br />NAIL EDGE SPACING <br />(N OPPOSITE SIDE OF WALL) <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16° O.C. <br />1/2' <br />/ <br />f e <br />° <br />2x STUDS AT 16" O.C. <br />— -- <br />SHEATHING PER PLAN ®EXTERIOR <br />° <br />° <br />f <br />I I I I <br />WALLS AND SHEAR WALLS (ON <br />° ° <br />° <br />/e <br />° <br />/ o <br />I I I I <br />OPPOSITE SIDE OF WALL) <br />° <br />° <br />° <br />1 2 <br />e <br />e <br />/ <br />/ <br />! <br />EDGE NAIL SHEATHING <br />I I I I <br />I I I I <br />1 SP4 TO KING & JACK STUD U.N.O.- <br />O <br />° <br />0 <br />° <br />DOUBLE <br />NAIL <br />EDGE <br />SPACING <br />/� <br />,/ <br />PER PLAN <br />I I I I <br />EDGE NAIL SHEATHING PER PLAN _ <br />0 <br />0 <br />Aix <br />Z, <br />z <br />z <br />° <br />° <br />° <br />° 1 7 <br />z <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />�� <br />° ° ° ° ° ol ° <br />�-20 BLOCKING <br />STUD SPACING PER PLA NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER p__vQ 12� <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />u1� <br />W15 <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 044" 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 />ALILKNAIL: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"00" TAPCONS 04" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />TYPIC:AI mKin W ATTA('"NKAPNT nPTAII <br />INT FINISH WOOD BUCK ATTACHMENT: <br />tx WOOD 2z OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4' <br />2x PT BUCK = 1/4"00" TAPCONS @44" 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 />TYW..AI nOOP ATTA(:NMFNT nPTAII <br />we <br />EXTERIOR CONC.WAH <br />ad <br />GARAGE DOOR AND <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 T1TEN MIS w/ 2" WASHERS AT 24" O.C. & <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3' <br />MASONRY SCREWS 0 12' O.C. STAGGER ROWS 6" <br />FRAME TO BUCK TO MASONRY <br />i <br />EXTERIOR CONC.WALL - <' 4 <br />1/4" DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS _....- .i +4. <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 TO MASONRY <br />YPICAL GARAGE DOOR ATTACHMENT DETAIL <br />W021GABLE END SHEATHING DETAIL <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />E PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />I FORCING. <br />I LHr IinUnLJ <br />W1 TYPICAL FILLED CELL DETAIL <br />9 au <br />12 <br />PER <br />ELU // <br />INTERIOR <br />►A►nalYPICAL FRAMED BEARING WALL <br />YY V%J Ian <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <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 />OdLO.-O" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />IY. 1-STORY WALL W30 <br />TRUSS BOTTOM 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' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II 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 LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, CLUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />LINTEL LENGTH <br />MAX, CLEAR <br />OPENING <br />TYPE A <br />I 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 />2110" <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 />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 />1 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 />410" <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 />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 />512" <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 />810" <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 />1 4006 <br />12'0" <br />1018.1 <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 />2983 <br />1410" <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 />1418" <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 />NIA <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 />I N/A <br />N/A <br />340* <br />N/A <br />598* <br />845* <br />1114* <br />1345* <br />1 1468* <br />I* 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 plan in Bond Beam & Lintel <br />ti���1111rrr�� <br />Cep Fieldstone gyp""'" ''��f, <br />,��``� <br />C.O.A.# 29349 �. <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 - <br />(248)622-4035 <br />E BENJAMIN NIESE�� `. <br />RE*86025 ,, s� '. <br />❑ THOMAS A. WEBER, PE i STAT <br />P.E.# 73242 <br />FLORIDA <br />08-05-2020k�� <br />DATE SIGNED //1 111110 <br />0 <br />CV <br />0 <br />N <br />F-- <br />0 <br />U <br />0 <br />� <br />o <br />M <br />MQ <br />� <br />v <br />o0 <br />c� <br />O <br />0 <br />U <br />00 <br />F�-) <br />;i4 <br />(0�% <br />O <br />v <br />a� <br />'}', <br />N <br />M <br />v <br />Ur <br />m <br />cis <br />?� <br />O <br />bfJ <br />cV <br />as <br />NEW_ <br />ulte(3 <br />PRODUCT MANAGE <br />' RELEASE I <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />NPC <br />CHAPLMAN NUMBER/CEDAR <br />2810.500 <br />SHEET <br />S41AW <br />: I � TIT ', _ i._ I _T-- - - _ _ - - -I- _- __ - _ _ - �_ _ _. __. .. i _.::<���. �, _.. .::. _�.�.r.0 �--_..i._ a. sE "rc ��hfu �a .u�,. '.a:. .� utn: by c ,� ".�_ �- ���i i �; arr r. -� � i � - -- ---T— IT <br />