Laserfiche WebLink
ry <br />° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />° <br />°---NOTE: <br />° <br />PROVIDE BLOCKING <br />1.1 <br />AT ALL <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° 1 ° ° 1 ° <br />° ° ° ° ° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />12 IN <br />° <br />FIELD <br />° <br />° <br />° <br />° <br />° <br />° ° °ge° ° ° <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SZE <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 />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2' 1/2 S <br />° ° <br />° <br />1 /2" <br />DOUBLE NAIL EDGE SPACIN( <br />�2x4 BLOCKING <br />NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STUD SPACING PER PLA STRUCTURAL SHEATHIN PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />DOUBLE 2x TOP PLA' <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />3' POWDER ACTUATE <br />FASTENERS OR TAPC <br />®16' O.C. — <br />2x P.T. PLATE <br />STUDS PER PLAN <br />THING PER PLAN <br />!-REFER TO FOUNDATION <br />PLAN FOR FOOTING SIZE <br />AND LOCATION <br />WillJOAD BEARING WALL w/o UPLIFT <br />im <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />0"-16" MAX. GAP <br />2x4 FILL w/ 2' MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />ix P.T. SHIN <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />3 WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL. <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PFR THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />e W13 ARCH FRAMING. 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 />W02),GABLE END SHEATHING DETAIL <br />INT. FINISH WOOD BUCK ATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />1x WOOD <br />MATCH FRAME WIDTH, ATTACH w/ 'T' <br />1x P.T. BUCK <br />NAILS 0 4' FROM ENDS AND 12' O.C. <br />REMAINDER. ATTACH WINDOW THRU <br />ATTACH WINDOW PER <br />BUCK INTO MASONRY PER FLORIDA <br />° FLORIDA PRODUCT <br />PRODUCT APPROVAL <br />• APPROVAL <br />�...: <br />ALTERNATE: <br />SILICONE SEALANT <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 2 1/4' _ <br />FINISH PER ELEVATION <br />1/4'0 x 4' TAPCONS 0 4' FROM <br />ENDS AND 12' O.C. REMAINDER. w 1 <br />1/4' EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />sew.: <br />N.T.S. WGM-140 <br />WOOD BUCK ATTACHMENT: <br />TNT. FINISH <br />2x OR GREATER BUCK TO MASONRY <br />1x WOOD <br />BUILT-UP THICKNESS < 2 1/4' _ <br />2x P.T. BUCK <br />1/4.0 x 4' TAPCONS 0 4' FROM <br />ENDS AND 12' O.C. REMAINDER w/ 1 <br />ATTACH DOOR PER <br />1/4' EMBEDMENT <br />° FLORIDA PRODUCT <br />' APPROVAL <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />• BRICK MOLD <br />MATCH FRAME WIDTH, ATTACH w/ 'T' <br />FINISH PER ELEVATION <br />NAILS 0 4' FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH DOOR THRU <br />BUCK INTO MASONRY PER FLORIDA <br />TYPICAL DOOR ATTACHMENT <br />DETAIL <br />S..W: <br />N.T.S. WGM-150 <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 />I 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 LN 11 II IV/lLj <br />W19 jYPCAL_F1_ULE�DCELL DETAIL <br />I�ilal[�i:T[d� 2I��llli <br />GARAGE DOOR AND <br />TRACK, INSTALLED <br />PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />EXTERIOR <br />CONC.WALL <br />1/4* DRIVE-IN <br />GARAGE DOORCAM <br />TRACK, INSTALLED <br />PER <br />MANUFACTURERS <br />STRAP INSIDE FACE OF WALL PER — <br />WIO WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />- EDGE NAIL SHEATHING <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, <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. JACK STUD HEADER (MIN. 3 EA. PLY) <br />CONNECTORS <br />AND CONNECTOTO RS <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 Wes) <br />DOUBLE SILL AS REQ. FOR STUDS AT 16' O.C. <br />— — SHUTTER ATTACHMENT <br />2x STUDS AT 16' O.C. <br />I I I I SHEATHING PER PLAN 0 EXTERIOR— <br />WALLS AND SHEAR WALLS (ON <br />1 1 1 1 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 />NOT: FOR EXTERIOR BEARING WALLS ONLY <br />I�Inr., YPICAL FRAMED BEARING WALL <br />�- 2X6 WOOD BUCK ANCHORED TO <br />CMU w/ 1/2' x 6' 'L' BOLTS OR <br />5/8' x 6' SIMPSON T1TEN HD'S <br />FRAME TO BUCK TO w/ 2' WASHERS AT 24' O.C. & <br />MASONRY WITHIN 6' OF TOP AND BOTTOM, <br />OR (2) ROWS OF 1/4' x 3' <br />MASONRY SCREWS 012' O.C. <br />STAGGER ROWS 6' FROM EA. END <br />1/2' x 2 1/4' HILTI SLEEVE <br />ANCHOR OR EQUAL MIN. 1 <br />1/2' EMBED INTO MASONRY <br />FRAME TO MASONRY (1) PER BRACKET <br />TYPICAL GARAGE DOOR ATTACHMENT <br />Some: <br />N.T.S. <br />S W COLUIWS PER PLAN <br />k SDS SCREW 016' O.C. — <br />STAGGIN D EACH SIDE OF <br />PM (RESULTING N 6' O.C. <br />MALL SPACMIG) <br />OVA PER PLAN <br />+-PLY-. Y x 5' SDS SCREWS <br />5-11Y: YJ x 6' SDS SCREWS <br />6-PLY: YJ x 8' SDS SCREWS <br />7-11Y: It x 8' SDS SCREWS <br />OR EOUIV. (TOP, <br />IE NO BOT U) <br />Lsoe'oc <br />1 (2)10d NALS • 6' O.C. <br />(EACH PL» <br />PRMIARY YEw eL>MTJ<YEIliIE <br />)STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLlM <br />WGM-160 <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />I _ _ I I OF HEADER PER PLAN <br />I 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 />17 <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />--LL--1L <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 />PEA <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 />66" <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 />8.0" <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 />10'0" <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 />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 />NIA <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 />1818" <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* 1 <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />Type A = Unfilled no Rebar, Type B =Continuous Grout, Steel per Plan in Bond Beam On) ; T e C = Continous Grout, Steel per plan in Bond Beam & Lintel <br />C.OJL# ARCHITECTURE: <br />AA►26=802 <br />C.O.A.# ENGINEERING: <br />29348 <br />0 THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. 0 06025 FLORIDA <br />4/28/21 <br />DA►TE���1►11rFr <br />A <br />INa. 0 r <br />M, 4 " <br />010 <br />rrrl <br />C <br />c <br />C <br />r <br />4 <br />❑C <br />a <br />O <br />co <br />v .. 4 <br />^, <br />W <br />OQ <br />6F.1O <br />0 <br />� <br />O <br />00 <br />+ <br />A11-31 <br />v� <br />v <br />c'rj <br />U•+ <br />?� <br />cd <br />O <br />w <br />bA <br />cn <br />co <br />� <br />N <br />*PulteGroup- <br />PRODUCT MANAGER <br />7 <br />IRELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Tower <br />NPC CHILD NUMBER <br />1569.501 <br />SHEET <br />n.2 <br />■ ■w <br />