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`� — <br />0 <br />U <br />7 <br />to <br />1 <br />N <br />sF <br />0 <br />N <br />v <br />0 <br />N <br />0 <br />N <br />N <br />c <br />0 0 0 0 o O o 0 0 0 0 0 0 0 <br />o <br />o <br />OTE: <br />° ° <br />PROVIDE BLOCKING AT ALL <br />° <br />° <br />o <br />° <br />° <br />SHEATHING <br />EDGES. <br />0 0 <br />o 0 0 0 0 0 0 0 0 ° <br />0 0 ° ° o o ° o ° ° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° o <br />° <br />° <br />o <br />° <br />0 0 <br />0 0 <br />AIL SPACING AT <br />° <br />o <br />° <br />° <br />o <br />o <br />0 <br />o <br />0 <br />o <br />° <br />12" IN FELD <br />° <br />° ° <br />0 0 <br />° <br />° <br />0 <br />o <br />0 <br />° <br />° <br />0 0 0 ° o o ° o 0 0 ° o <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FELD <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 />AD' <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2" I/2s <br />° o <br />0 <br />1 /2" <br />DOUBLE NAIL EDGE SPACING <br />NNUNG <br />STUD SPACNG PER PLA STRUCTURAL SHEATHING PER PLAN <br />W01 TYPICAL SHEATHING DETAIL <br />�-2x4 BLOCKING <br />•SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS OPoENTATION AS WALL SHEATHING <br />TNT FNISH WOOD BUCK ATTACHMENT: <br />1x WOOD 1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />1X PT BUCK NAILS �4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH W1ND0 THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />�ucoNE SEALANT <br />FNISH PER ELEAVATION <br />2x OR GREATER BUCK TO MASONRY <br />BUILT—UP THICKNESS <2 1/4" <br />= 1/4"0x4" TAPCONS ®4" FROM ENDS �I <br />AND 12" O.C. REMAINDER. <br />w/1 1/4° EMBEDMENT �� <br />W14 TYPICAL WINDOW ATTACHMENT DETAIL <br />TNT FINISH WOOD BUCK ATTACHMENT: <br />1z WOOD 2z OR GREATER BUCK TO MASONRY <br />BUILT—UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"0x4" 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 />'ROYAL <br />;K MOULD <br />SH PER ELEAVATION <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />NAILS �4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH DOOR THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W15m------ <br />r.-. ,,. �,.. _ T <br />I.' � � t <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPEgFlCAIIONS -� <br />_� <br />EXTERIOR CONC.WALL <br />1/4" DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPEgFlCA110NS. - <br />--- —I <br />— �� <br />W16 <br />L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"x6" "L" BOLTS OR <br />5/8'x6' SIMPSON TITEN HD�S w/ 2' WASHERS AT 24' O.C. dt <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'z3' <br />MASONRY SCREWS 012" O.C. STAGGER ROWS 6" <br />FRAME TO BUCK TO MASONRY <br />., . <br />• .. <br />�, <br />,• <br />' � <br />����,.'� <br />a.. <br />': <br />�' <br />�•� .:.� <br />�I •Q: <br />b , . <br />.•�� <br />�.� �< <br />1/2" x 2 1/4" HILiI 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 />1� <br />iu �nr 1iiri�ny <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 />gd <br />3° O.C. <br />3" O.C. <br />12" O.C. <br />� <br />SHEATHING <br />EDGES <br />W02�GABLE END SHEATHING DETAIL <br />EBAR, CONT. IN <br />I 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 />-ORCING. <br />TYPICAL FILLED CELL DETAIL <br />-, i." <br />STRAP INSIDE FACE OF WALL PER - <br />WIO WHEN TRUSS STRAPS <br />INSTALLID ON INSIDE <br />(NON -SHEATHED) FACE OF WALL ` <br />SIMPSON H25A 0 TOP &BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <br />DBL 2X TOP PUTS BOTTOM 2X OF TOP <br />PUTS TO BE SPLICED OVER A STUD. <br />PRONDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NNLS AT ENDS NNL PUTES <br />CONT. w/ 10d COMMONS AT 16' O.C. - <br />(6) 10d NNLS 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 NNL SHEATHING <br />PER PIAN <br />MT$16 FROM EA TRUSS <br />TO HDR. <br />- EDGE NNL SHEATHING <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" O.C. <br />PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />CPoPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING ATINTEPoOR PRONDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PUN <br />EDGE NNL SHEATHING TO TOP <br />I PLATE AND TOP AND BOTTOM <br />COMMON NNLS AT ENDS. NNL PLATES <br />I I I OF HEADER PER PLAN <br />CONT. w/ 10d COIAwIONS AT 16' O.C. <br />_ _ _ _� <br />_ _ _ HEADER PER PIAN, (2) PLY <br />HEADER PER PLAN, (2) PLY (6) 10d NNLS KING STUD TO <br />MIN, ADD JACK/IONG STUDS <br />MIN. ADDDONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONN. REQ. PER PLAN. <br />AND CONNECTORS <br />DWBIE UPPER SILL AS REQ. <br />REQUIREMENTS PER PLAN. <br />FOR SHUTTER ATTACHMENT <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NNLS U.N.O -CENTER ON BOTTOM <br />AT 3' O.C. All AROUND HEADER <br />EXTERIOR WALLS do SHEAR <br />OPENING <br />WAILS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL 0 <br />SHEATHING AT 3" O.C. ALL <br />AROUND OPENING <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. <br />DOUBLE 5l1 AS REQ. FOR <br />SHUTTER ATTACHMENT <br />� �� SHEATHING PER PLAN 0 EXTERI <br />- � � <br />I I I wAu.s AND SHEAR wALLs (oN <br />I <br />oPPo�TE �oE aF waLL) <br />I I I I (1) 9'4 TO KING &JACK STUD U.N.O. <br />I I I I <br />I I I I EDGE NNL SHEATHING PER PLAN <br />I I I I <br />—11_�.L_ <br />_11_�I_ <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />W05 YPICAL FRAMED BE_ ARING WALL <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & INSULATION AS PER SPECS. <br />OTHER REQ. <br />12 PRE—ENGINEERED ROOF TRUSSES. <br />PER REFER TO TRUSS MFGR. DRAWINGS. <br />EL . <br />ROOF SHINGLE <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />U <br />_ _ J FASCIA PER COMMUNITY SPEC <br />INTERIOR <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 />O'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W30 TYP. 1-STORY WALL SECTION <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 />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 />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 />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 />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 />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 />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 />� <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 />� <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 />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 />14' 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 />NJA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />710* <br />NJA <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 />NJA <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 />NJA <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 />NJA <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 />e A =Unfilled no Rebar• T e B =Continuous Grout Steel er Plan in Bond Beam Onl • T e C = Continous Grout Steel er Ian in Bond Beam &Lintel <br />+,1111111///7 <br />00o Fieldstone <br />,.�`��p'•M1. • �,,, <br />����,. E <br />C.O.A.# 29349 � <br />3400 AUBURN RD., #200 � <br />= <br />OZ <br />AUBURN HIUS, MI 48326 <br />(248) 622-4035 <br />_ <br />� BENJAMIN NIESE '� <br />• <br />�•, <br />P.E.# 86025 � <br />; <br />� <br />❑ THOMAS A. WEBER, PE � <br />Q •• STATE .� %/` <br />P.E.# 73242 <br />i� '•.,R �qp •.•G,��� <br />FLORIDA <br />U�-26-2U2U <br />/ � ••..... <br />���ij4�ONAL <br />���``` <br />N <br />S <br />c� <br />0 <br />U <br />O <br />t'/ � <br />� 00 <br />•° r-1 O <br />�pp <br />� O <br />^^� <br />F�•� � <br />`� <br />V� <br />•O <br />�� <br />t�. <br />!� � � <br />N � <br />�Pult�Groupry <br />� �� <br />� �_ <br />N <br />•� °� <br />v <br />o <br />�� <br />ti <br />r� <br />U <br />O <br />t � <br />� � <br />o � <br />E—+ O <br />O (�j w <br />� tt��� Q <br />w � F- <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE I <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />�*� <br />II <br />