Laserfiche WebLink
n"nicuim nwunm <br />° ° ° ° ° ° ° ° ° ° ° ° ° ° <br />° <br />° <br />NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />/---\ <br />° <br />° <br />o o <br />° ° <br />o <br />°°° <br />° ° <br />— <br />° ° °°° <br />° ° ° ° ° <br />f ° ° N ° <br />° ° ° ° ° <br />_ <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12 IN <br />° <br />FIELD <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° ° ° ° ° ° ° ° <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 SPACING <br />1/2" 1/2 S <br />c , T <br />° ° <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />2x4 BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />STUD SPACING PER PLA NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL W01 KU <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER ACTU) <br />FASTENERS OR TAPCONS @ <br />O.C. OR (2) ROWS 12d GUN <br />NAILS @ 12" O.C. <br />W11;LOAD BEARING WAL <br />LTZ <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. 0" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1/2" DIA EXP. BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />STUDS AT 16" O.C. <br />\THING PER PLAN <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE AND LOCATION <br />..libRPLATEMNNE <br />@ EA STUD <br />-2x STUDS AT 16" O.C. <br />SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W1 LQ_AD�BE�ARI_WGWALL w/UPLIFT <br />0 <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. 0"-16" MAX. GAP <br />MINIMUM SHEAR CAPACITY TO BE 1501. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN 2A HILL w/ 2" MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. FASTENER LOCATIONS. <br />lx P.T. SHIM <br />NOTES: FALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />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 />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />W13 ARCH FRAMING DETAIL <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />G <br />EXTERIOR CONC.WALL- <br />1/4" DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <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 />W021GABLE END SHEATHING DETAIL <br />jus <br />., < c da Q <br />a, <br />aa. <br />a' <br />L2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"d' "L" BOLTS OR <br />1/1"x6" SIMPSON TITEN HD'S w/ 2" WASHERS AT 24" O.C. & <br />WITHIN 6" OF TOP AND BOTTOM. OR (2) ROWS OF 1/4"x3" <br />MASONRY SCREWS @ 12" O.C. STAGGER ROWS 6" <br />FRAME TO BUCK TO MASONRY <br />1/2" x 2 1/4" HILT SLEEVE ANCHOR OR EQUAL. MIN. <br />1 1/2" EMBED INTO MASONRY. (1) PER BRACKET <br />7ii� ; <br />FRAME TO MASONRY <br />Y�PICXL GARAGE DOOR ATTACHMENT DETAIL <br />W16 <br />INT FINISH <br />lx WOOD <br />1X PT BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVAIION <br />WOOD BUCK ATTACHMENT: <br />1x CUSTOM PT BUCK TO MASONRY, <br />MATCH FRAME WIDTH, ATTACH w/"T" <br />NAILS @4" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ALTERNATE: <br />2x_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />= 1/4"OX4" TAPCONS @4" FROM ENDS <br />AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />W14;TYPICAL WINDOW ATTACHMENT DETAIL <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"M" 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 />IROVAL <br />K MOULD <br />SH PER ELEAVAITON <br />TYPICAL DOOR ATTACHMENT DETAIL <br />W15 <br />STRAP INSIDE FACE OF WALL PER <br />W10 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 @ TOP & BOTTOM OF <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />OPENING FRAMING (JACK STUDS ONLY <br />STRAPPING AT INTERIOR <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />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 <br />(6) 10d NAILS KING STUD TO <br />CONT. w/ lOd COMMONS AT 16" O.C. <br />MIN. ADDTIONAL JACK STUD <br />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) 1Od <br />FASTEN WALL SHEATHING <br />NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3" O.C. ALL AROUND <br />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 />- — — - <br />SHEATHING PER PLAN @ EXTERIOR <br />I I I I <br />WALLS AND SHEAR WALLS (ON <br />II II <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I <br />(1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I <br />EDGE NAIL SHEATHING PER PLAN <br />II II <br />=1L_LL ` <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />►Ainr___YPICAL FRAMED BEARING WALL <br />rrvv iKu <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 />(FORCING. <br />IU Lnr (IlrlWAL) <br />W1 TYPICAL FILLED�CEMLD�ET_KIL <br />9 T <br />STUD COLUMNS PER PLAN <br />Y; SOS SCREW @ 16' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />ND COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: Y; x 5" SDS SCREWS <br />5-PLY: %4" x 6" SDS SCREWS <br />6-PLY: r x 8" SDS SCREWS <br />7-PLY: Y," x 8" SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Dd NAILS' @ 8O.C. <br />I PLY) (2) 10d NAILS @ 8" O.C, <br />(EACH PLY) <br />PRIMARY METHOD ALTERNATE METHOD <br />STUD PACK DETAIL <br />[ON (4) PLY ON MONL SIUD COLUMNS <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 />II II <br />_LL —1L <br />BEARING <br />INTERIOR SHEAR <br />NOTE: <br />TYPICAL FOR <br />w/o SHEATHING, <br />INTERIOR <br />WALLS <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, C!UAUTY 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 />I 12" TYPE C <br />14" TYPE B** <br />114"TYPEC**l <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 />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 />1694 <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 />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 />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 />2010" <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 />1 1114* <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 Only; Type C= Continous Grout, Steel per plan in Bond Beam & Lintel <br />�+si�ylllrrrr� <br />Fieldstone 'ro <br />R�► <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248)622-4035 <br />_ <br />E BENJAMIN NIESE " <br />P.E.# 86025` <br />❑ THOMAS A. WEBER, PIE ,. <br />P.E.# 73242 <br />FLORIDA <br />P +P{� <br />06-03-2020 <br />�7/i�jaNA1. <br />DATE SIGNED <br />r1lrryyyylt��� <br />O <br />� <br />MO <br />"" <br />� <br />� <br />00 <br />c� <br />o <br />0 <br />00000 <br />Q`r*3 <br />C31N <br />N <br />t <br />1_­� <br />U <br />`Y' <br />M <br />•� <br />C <br />4 <br />T' <br />C� <br />w <br />0 <br />bb <br />- 5 <br />N <br />� <br />tPulteGroujor <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /20 <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WHITESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S4,2 <br />