Laserfiche WebLink
e e e e e a e e e e e ° <br />° <br />° <br />01: <br />101 <br />H <br />PROVIDE BLOCKING AT ALL <br />e <br />e <br />° <br />SHEATHING <br />EDGES. <br />e e <br />e e e e e e° a ° e <br />e e e e e e° e ° e <br />° <br />e e <br />e e <br />e e <br />e e <br />° <br />° <br />° <br />e e <br />° ° <br />AIL SPACING AT <br />e <br />e <br />° <br />° <br />e <br />e <br />° <br />° <br />12 IN FIELD <br />° <br />e <br />e e <br />° <br />e <br />e <br />e <br />e <br />° <br />e e e ° e e e ° <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 SPAGING <br />1/2" 1/z S <br />° ° <br />° <br />1/2" <br />DOUBLE NAIL EDGE SPACIN( <br />`-20 BLOCKING <br />NAILING SH <br />STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PUN EATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AIDS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />ll�> <br />1xWOOD <br />1x P.T. = <br />ATTACH WINDOW PER <br />FlJ)FIDA PRODl1CT <br />APPROVAL <br />110 PER ELEVATION <br />WOOD BUCKATrAGHMENT: <br />tx CUSTOM P T. BUCK TO MASONRY <br />MATCH FRAME WDTH, ATTACH wl T WITS @ <br />0FROM ENDS AND 12'O.C. REMAI 0L <br />ATTACH WNDOWTHfKJ BUCKINTO MASONRY <br />PER RORDA PRODl1CT APPROVAL <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BUlLTd1PT1ICKNESS <2IM=10x4' <br />TAPCONS @ 4'FROM ENDS AND I? O.C. <br />REMAINDER. wl 1114' EMBEo1EldT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N.T.S. <br />Nr. FNSH <br />1XWOOD <br />2x P.T. EIUCK <br />ATTACH DOOR PER <br />ROU PRODUCT <br />APPROVAL <br />BRICK MOLD <br />FPO PER ELEVATION <br />TYPICAL DOOR ATTACHMENT DETAIL <br />FNe Name: <br />WGM-140 <br />WOOD BUCKATTACHIWEN : <br />2x OR GREATER BUCKTO MASONRY <br />BU9.T4JP THICKNESS < 21/4'=1141 x 4' <br />TAPCONS @ 4-FROM ENDS AND I? O.C. <br />REMAINDER wl 11 /0 EMBEDMENT <br />T <br />ALTERNATE: <br />tx CUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WDTH, ATTACH wl'I' MILS <br />@ 4'FROiI ENDS AND 12' O.C. REIWM <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER RORDA PRMJCTAPPRONAL <br />FVe Name: <br />N.T.S. WGM-150 <br />ill=.at7f <br />• 2X6 WOOD BIJgUNCHOAED TO CMU w/ <br />1/?'xl't'BOLTSOR Wx6'SIAPSON <br />TREN WS W 2' WASHERS AT 24' O.C. NL <br />WRHN 6'OF TOP AND BOTTOM, OR (2) <br />FRAME TO EIUCK TO ROWS OF 114'x 3' MASONRY SCRE WS @ <br />MASONRY 12' O.C. STAGGER ROWS 6' FROM ED <br />END <br />0 <br />TYPICAL GARAGE DOOR ATTACHMENT <br />scalc <br />N.T.S. <br />1/2'x 2114' HLTI SLEEVE ANCHOR <br />OR EQUAL WL I It? EMBED INTO <br />MASONW 0) PER BRACKET <br />r" name: <br />WGM-160 <br />12 <br />PER <br />INTERIOR <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 />ALL <br />SHEATHING <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <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 />� Y <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 />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />O,—De <br />-,--FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W30 IYP. 1-STORY WALL SECTION <br />12 <br />PER <br />ELEV. <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />STRAP INSIDE FACE OF WALL PER <br />M1516 FROM EA TRUSS <br />WIO WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />] I I <br />EDGE NAIL SHEATHING <br />SIMPSON H25A 0 TOP & BOTTOM OF <br />I <br />" ? <br />PER PLAN DBL A TOP PLATE BOTTOM 2X OF TOP <br />CRIPPLES AS REO D, 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 SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />ER PER P <br />HEADER PER PLAN, (2) PLY 6 <br />(HEAD0d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT W O.C. <br />MIN. JACK STUD (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) SWSON LSTA18 <br />AT 3' O.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL III — <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON -SHEATHED WAILS <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 />i I I I OPPOSITE SIDE OF WALL) <br />EDGENAIL ��THING <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I EDGE NAIL SHEATHING PER PLAN — <br />II II <br />NOTE: FOR <br />EXTERIOR BEARING <br />WALLS ONLY <br />1AInKlYPICAL FRAMED BEARING WALL <br />wwvv �� <br />SHEETS FOR NAILING & INSULATION AS <br />OTHER REQ. PER SPECS. <br />PRE-ENGINEERED ROOF <br />TRUSSES. REFER TO <br />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 />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />01L0'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPT�6fl6k <br />W31 IYI-STORYWAL� S <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 />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />EDGE NAIL SHEATHING TO TOP <br />t I NNE AND TOP AND BOTTOM <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 />- <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 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" UNTEL <br />W TYPE B <br />8" TYPE C <br />12" TYPE B <br />12" TYPE C <br />14" TYPE B**;16" <br />14" TYPE C** <br />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 />3-6-1 <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'p" <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. a, <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 />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 />40M <br />12'0" <br />10,8" <br />292 <br />525 <br />873 <br />N/A <br />1 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 />1 1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'0" <br />1218" <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 />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 />1 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 />19 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 i f <br />** 8" W/2" RECESS U-UNTELS <br />Type A = Unfilled no Rebar;Type B = Continuous Grout Steel perPlan in Bond BeamOnly;Type C = Continous Grout, Steel perplan in Bond Beam & Untel <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />iv Lmr Aiirn.m/ <br />W1 PICAL FILLED CELL DETAIL <br />9 TY <br />G.O.A.# ARCHITECTURE: <br />AA260NY M <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />2/12/21 <br />DATE ���tiVllliit ! <br />i <br />E <br />1 <br />�-` <br />AI. <br />0 <br />co <br />00 <br />'*'4 <br />O <br />0 <br />U) <br />0000 <br />A� <br />0 <br />Q <br />U <br />0 <br />w <br />0 <br />� <br />� <br />cd <br />4.0 <br />N <br />� <br />*PulteGroup- <br />0 N <br />•V <br />v <br />o <br />(S <br />Lo's <br />N <br />O <br />00 <br />ri <br />0 ` <br />� <br />JE m <br />cl <br />"c w <br />o Q <br />N <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />