Laserfiche WebLink
UAD17/WTAi VAII Wt' <br />° °o ° ° ° ° ° ° o ° ° ° ° <br />°--NOTE: <br />° <br />° <br />o <br />a <br />° <br />a <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />o <br />a <br />° <br />° <br />a <br />° <br />a <br />° <br />° <br />a <br />0 <br />a <br />a <br />a <br />a a <br />a a <br />O a a a a <br />a O a O a <br />O0 0 a <br />a a a a a <br />a <br />NAIL <br />12" IN <br />0 <br />0 <br />0 0 a a a <br />0 <br />° <br />SPACING AT <br />FIELD <br />° <br />0 <br />0 <br />0 o 0 o a a a o ale <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 />F7/16" SHEATHING <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />EDGES <br />01KIn-1 C AI A II Cr%nr 'On A 1*%Ikln <br />1 /2" <br />nAll Ini r AI A II rnnr C%rl A ^Ikl^ <br />of Ir A 171111 A I t I ATrn AI <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 />STRUCTURAL SHEATHING <br />SPACING @ 12" IN FIELD <br />SINGLE NAIL EDGE SPACING <br />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'Q, <br />OPENING FRAMING (JACK STUDS ONLY) <br />PLATE TO BE SPLICED OVER A STUD. <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 />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. MOTIONAL 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 W10 DETAIL •— <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 @ EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <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 />STUD SPACING PER PLA NAILING <br />�2x4 BLOCKING <br />2 <br />GABLE END SHEATHING DETAIL <br />STRUCTURAL SHEATHING PER PLAN <br />SHEATHING SPLICE -SAME <br />THICKNESS AND <br />(!! <br />I<n <br />STRENGTH AXIS ORIENTATION <br />AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />FWO <br />W01 <br />STRUCTURAL SHEATHING. <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />REFER TO STRUCTURAL <br />INT. FINISH WOOD BUCK ATTACHMENT: <br />SHEETS FOR NAILING & <br />INSULATION AS PER SPECS. <br />SHEETS FOR NAILING & <br />INSULATION AS <br />1x CUSTOM P.T. BUCK TO MASONRY <br />OTHER REQ. <br />OTHER REQ. <br />PER SPECS. <br />1xWOOD MATCH FRAME WIDTH, ATTACH wITNAILS @ <br />12 <br />PRE—ENGINEERED ROOF TRUSSES. <br />12 <br />PRE—ENGINEERED ROOF <br />1xP.T.BUCK 4'FROMENDS AND 1TO.C.REMAINDER <br />ATTACH WNDOWTHRUBUCK WTOMASONRY <br />PER <br />EL <br />REFER TO TRUSS MFGR. DRAWINGS, <br />PER <br />TRUSSES. REFER <br />5 ATTACH WNDOWPER PER FLORIDA PRODUCT APPROVAL <br />ROOF SHINGLE <br />ELEV. <br />TRUSS MFGR. DRAWINGS. <br />° <br />FLORIDA PRODUCT <br />(OR TILE PER SPEC) <br />ROOF SHINGLE <br />• as <br />APPROVAL <br />ALTERNATE: <br />TRUSS STRAP PER <br />(OR TILE PER SPEC) <br />... <br />SILICONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />STRUCT. DETAILS <br />TRUSS STRAP PER <br />BULT-UP THICKNESS < 2114' =11410 x 4' <br />nnn <br />STRUCT. DETAILS <br />FINISH PER ELEVATION <br />TAPCONS@4'FROM ENDS AND I2'O.C. <br />OILREFER TO PLAN <br />OILREFER TO PLAN <br />_ <br />REMAINDER. wl 1114' EMBEDMENT <br />L <br />Li <br />FASCIA PER COMMUNITY SPEC <br />FASCIA PER COMMUNITY SPEC <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />w. <br />W14 wale: File Name: <br />SOFFIT &OVERHANG PER <br />SOFFIT &OVERHANG PER <br />N.T.S. WGM -140 <br />SPECIFICATIONS <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />BOND BEAM PER PLAN <br />WOOD BUCK ATTACHMENT: <br />NT.fNISH <br />2x OR GREATER BUCK TO MASONRY <br />PRECAST LINTEL PER PLAN <br />1xW00D BUILT-UP THICKNESS < 2114,=11410 x4' <br />2x P.T. BUCK TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER w11 U4'EMBEDMENT <br />OPENING w/ PRECAST <br />ATTACH DOOR PER <br />SEE STRUCT. FOR ALL <br />SILL PER PLAN <br />FLORIDA PRODUCT <br />REINFORCEMENT <br />• :..:a <br />APPROVAL <br />ALTERNATE: <br />REQUIREMENTS <br />BRICK MOLD <br />1x CUSTOM PT BUCK TO MASONRY <br />SEE STRUCT. FOR ALL <br />MATCH FRAME WIDTH, ATTACH wl T NAILS <br />REINFORCEMENT <br />FINISH PER ELEVATION <br />@4'FROM ENDS AND I2'O.C.REMAINDER. <br />REQUIREMENTS <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />EXTERIOR <br />EXTERIOR <br />TYPICAL DOOR ATTACHMENT DETAIL <br />INTERIOR <br />INTERIOR <br />W15 <br />wale: Fite Name: <br />SEE STRUCT. DETAILS FOR <br />SEE STRUCT. DETAILS FOR <br />N.T.S. WGM-150 <br />VARIATIONS <br />VARIATIONS <br />OdL0,—O" <br />0'-0' <br />SRRIORCONC.WALL <br />FINISHED GRADE <br />FINISHED GRADE <br />a: a <br />MONOLITHIC FOUNDATION, SEE <br />MONOLITHIC FOUNDATION, SEE <br />GARAGE DOOR AND TRACK,INSTALLED <br />STRUCTURAL DETAILS FOR WIDTH, <br />STRUCTURAL DETAILS FOR WIDTH, <br />PER MANUFACTURERS SPECIFICATIONS. <br />DEPTH &REINF. REQ. <br />DEPTH & REINF. REQ. <br />TYP 1-STORY WALL <br />SECTION <br />TYP 1-STORY <br />WALL SECTION <br />W30 <br />�U <br />W31 <br />rU ' <br />2X6 WOOD BUCK ANCHORED TO CMU w1 <br />112'x VI! BOLTS OR 518'x FSIMPSON <br />TITEN HDS wl 25WASHERS AT 24, O.C. & <br />FRAME TO BUCK TO <br />Wf THIN 6' Of TOP AND BOTTOM, OR (2) <br />MASONRY <br />ROWS OF 114' x 3' MASONRY SCREWS @ <br />12' O.C. STAGGER ROWS 6' FROM EACH <br />a END <br />EXTERIOR CONC.WALL <br />114' DRIVE-IN ANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />112'x 2114' HILTI SLEEVE ANCHOR <br />OR EQUAL MIN. 11/? EMBED INTO <br />MASONRY (1) PER BRACKET <br />FRAME TO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />aaale: <br />N.T.S. <br />File Name: <br />WGM-160 <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />PICAL FRAMED BEARING WALL <br />REBAR, CONT. IN <br />ID BE <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PIED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />PLAN). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />i" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />JFORCING. <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24' O.C. <br />�— EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />I I I 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' D.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 />BEARING <br />PIN <br />NOTE: <br />TYPICAL TYPICAL FOR <br />INTERIOR <br />WALLS <br />w/o SHEATHING, <br />INTERIOR SHEAR <br />WALLS <br />AND EXTERIOR <br />WALLS w/ SHEATHING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/11 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROMAPPROVED 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 />281, TYPE B <br />28 TYPE C <br />321, 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 />410" <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 />312" <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 />41811 <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 />1 4766 <br />5817 <br />7074 <br />8203 <br />5'411 <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 />8'411 <br />7,0„ <br />498 <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 />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 />10,01, <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 />1694 <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 />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 />160" <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 />1818.1 <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 />LESTRESSED <br />W/2" RECESS U-LINTELS <br />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 />IV Lnr 111rIUML/ <br />W19 TYPICAL FILLED CELL DETAIL <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A,# ENGINEERING: <br />2349 <br />t } THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86D25 FLORIDA <br />4/9121 <br />DATE�tt11111!/ <br />• cA .sue •% <br />CD <br />cV <br />0 <br />U <br />0 <br />O <br />�O <br />M <br />t'J <br />00 <br />O <br />0000 <br />'T <br />%I <br />O <br />-FJ <br />N <br />Cos <br />_c; <br />bIJ <br />0 <br />;N <br />rmniiiiiill <br />as <br />4-4 <br />N <br />� <br />tPulteGroup- <br />r <br />s <br />N <br />� v <br />70 E <br />I <br />m <br />•VE4 IV <br />o_ <br />C M <br />s <br />00 <br />O N <br />LO <br />00 <br />�fl � <br />as <br />Q H <br />� O <br />w <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />1 <br />