Laserfiche WebLink
EXTERIOR WALL SHEATHING EXTERIOR GABLE END SHEATHING STRAP INSIDE FACE WALL PER MTSt6 FROM EA TRUSS <br />° °a 0 ° ° ° ° ° ° 0 ° ° TO HDR. <br />W10 WHEN TRUSS STRAPS <br />SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING INSTALLED ON INSIDE < <br />REQUIRED (MIN) SIZE SPACING SPACING FACING REQUIRED SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING (NON —SHEATHED) FACE OF WALL <br />REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED EDGE NAIL SHEATHING <br />0 .1NOTE: PROVIDE BLOCKING AT ALL ° ALL » PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />SHEATHING EDGES. EDGES SHEATHING 8d 3 <br />7/16 SHEATHING 8d 3» O.C. 3» O.C. 12» O.C. 7/16 MIN ALL SIMPSON H2.5A 0 TOP & BOTTOM OF <br />O.C. 3 O.C. 12 O.C. EDGES OPENING FRAMING (JACK STUDS ONLY) CRIPPLES <br />AS STRAPPING ATQ'D,INTERIOR PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />° 3/4' FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />° 3/4" DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16' O.C. <br />° ° , , , ° ° ° PLATE TO BE SPLICED OVER A STUD. <br />° ° ° ° ° ° ° , ° ° ° ° STRUCTURAL SHEATHING <br />� ° � PROVIDE 48N LAP SPLICE w/ (3) lOd HEADER PER PLAN (2) PLY 6 <br />° o ° ° � 3/8' " COMMON NAILS AT ENDS. NAIL PLANES MIN. ADDTIONAL JACK STUD (6) 10d <br />NAILS KING STUD TO <br />t 3/8 CONT. w/ tOd COMMONS AT 16 O.C. AND CONNECTORS ( ) <br />I SHFJ1RWAl1 LATERAL NAIL SPACING 0 12' IN FIELD 1 (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. <br />LOAD <br />DSIGN NAIL TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d <br />° ° ° SPACING FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM - <br />AIL SPACING AT . • SINGLE NAIL EDGE SPACING (1) SIMPSON LSTA18 OPEN OPENING <br />ALL AROUND HEADER <br />12' IN FIELD SINGLE NAIL EDGE SPACING CENTER ON HEADER. <br />CONNECT WALLS PER W10 DETAIL 0— <br />° STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS <br />1/2' 1/2 S (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR 2x STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. SHEATHING PER PLAN 0 EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />° ° ° OPPOSITE SIDE OF WALL) <br />I I I <br />DOUBLE NAIL EDGE SPACING I Iz z zzzz IL ji Z'4 <br />EDGE NAIL SHEATHING I I I I (1) SP4 TO KING &JACK STUD U.N.O.— <br />° <br />° ° PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN W02 GABLE END SHEATHING DETAIL " I' <br />° ° ° ° ° ° ° ° ° ° ° ° —LL—JL < <br />2x4 BLOCKING — — — — — <br />NAILNG SH STUD SPACING PER PJ STRUCTURAL SHEATHINGJ PER PLAN EATHING SPLICE -SAME THICKNESS ANDSTRENGTH AXIS ORIENTATION AS WALL SHEATHING NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />�1 <br />W01 TYPICAL SHEATHING DETAIL <br />YY in <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 EA STUD <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. w/7" 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 />W10 <br />�12 PER <br />\�I BEY. <br />IDS AT 16" O.C. <br />]ING PER PLAN <br />PLATE CONNECTOR: <br />05450 SCREWS 0 EA STUD <br />�- REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL W/UPLIFT <br />STRJCTURALSFEATHNG. <br />RM TO STRUCTURAL SHEETS <br />FOR KUM & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE80MB ROOFTRIM. <br />REFERTO TRUSS MFGR DWGS <br />AW ALT ROOF SHNGLE <br />(OR TILE PER SPIXa <br />TRUSS STRAP PER <br />STRLICT. DETAILS <br />k REFERTOPLAN <br />FASCIA PER COMMUNITY SPEC. <br />FASCIA PERCOMMUNITY SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALLR W.REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUM. DETAILS <br />FOR VARIATIONS <br />IT-0'FN. FL <br />FINISH® GRADE <br />a. a MONOLITFIC FND, SEE <br />STRRUCTUML DETAILS FOR <br />WLTIH, DEPTH, & A9�. REQ. <br />\ TVDi(_AI i CT[1RV %A/AI I _(ZFrTI[)N <br />12 <br />rcm <br />HEIR. <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 0 <br />O.C. OR (2) ROWS 12d GUN <br />NAILS 012' O.C. <br />W11 <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOC( 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 150f <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />iTUDS AT 16" O.C. TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />THING PER PLAN WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE AND LOCATION <br />OAD BEARING WALL W/o UPLIFT <br />STRUCTURAL SHEATHING. <br />REFER M STRUCMRAL SHEETS <br />FOR NAING & OTHER REQ. <br />INSUUTION AS <br />PER SPEC. <br />PII:-ENGNEEREII ROOF TRUSSES. <br />RffEA TO TRUSS MFGR. DWG <br />ASPHALT ROOF SHNCxLE <br />(OR TLE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />i1 REFER TOPLAN <br />FASCIA PER <br />COMMUNUYSPEC. <br />SOFFIT&OVE1iHANG <br />PERSPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPM w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL R W. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE SIM. DETAILS <br />FOR VARIATIONS <br />O'O"FN. FL <br />• HAD GRADE <br />MONOLRMIC FRO, SEE <br />STRUCTURAL NAILS FOR <br />WROTH, DEPTH & Rff. REQ. <br />\ TVDI('_A1 1 CTnQV XA/AI I C9=('.TI[1N <br />N TS <br />Ix P.T. SHIM <br />W05;TYPICAL FRAMED BEARING WALL <br />('-lC MAX. GAP <br />2x4 ALL w/ 2' MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />NOTES: ALTERNATE ARCH TOP <br />MINOR GRANGES 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 />SRD txMM PER PLAN <br />Y SOS SCREW 0 IV at- <br />STA06EIiED FAW SDE OF <br />POST (MIN N e' at <br />W CW WS PER PLAN W ALL SPACING) <br />4-PLY: )r x 5' SDS SCREws" <br />5-PLY: J( x r SOS SCREWS <br />6-PLY: Y4 x 6' SDS SCREllS <br />7-PLY )f x 6• SDS 9f7M <br />CS16 OR EQUPI. (TOP, <br />ADDLE AND EDTNIQ <br />1dWs06'at <br />I PLY) <br />(2)10d MtS 0 r at <br />(Ea PL» <br />elm IFM <br />STUD PACK DETAIL <br />FOR 14j PLT OR MORE SAID COLIAM <br />EBAR, CONT. IN <br />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 />=OUNDATION PLAN <br />DETAILS FOR FOOTING <br />ORCING. <br />i u ua- k i i nt,M/ <br />W9IYP_CAL <br />1 FILLED CELL DETAIL <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />�- BOX HDR. TO BE HELD FLUSH <br />LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FR <br />HEIGHT MAY VARY ABOVE AS NECESSARY <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 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 & NEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3' O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />— — <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />= u = J L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WAILS w/ SHEATHING <br />PRECAST LINTEL GRAVITY LOAD TABLE 06/29/1 <br />LOADS USTED 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 />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,E 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 />32M <br />5163 <br />6W7 <br />8054 <br />9502 <br />10000 <br />3069 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10000 <br />3' 6" <br />2' 2" <br />223E <br />3ti69 <br />3719 <br />32M <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 />54M <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4'8" <br />314" <br />1217 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4%7 <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 />850 <br />1105 <br />1173 <br />1" <br />1631 <br />2090 <br />2549 <br />30M <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 />121O" <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' Olt <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 />1W 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 />24S9* <br />17'4" <br />16-0-1 <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 />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 />1 960* <br />1177* <br />11415* <br />1676* <br />20'0" <br />18,81, <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 />ESTRESSED <br />ITRii" W/2" RECESS U-UNTELS <br />ype A = Unfilled no Rebar Type B = Continuous Grout Steel per Plan in Bond Beam Onl • Type C = Conti nous Grout Steel per plan in Bond Beam & Untel <br />FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS 0 6" O.C. <br />2x8 TO 202 PT 2x12 AT WALL TO BE <br />FASTENED TO PRECAST w/ (2) ROWS <br />STAGGERED OF 1 /4" x 4" TAPCONS 0 <br />16" O.C. MAX. <br />S.G.D PER PLAN, <br />INSTALL PER <br />MAN. SPECS. <br />POCKET S.G.D. DETAIL <br />3 SCAM:: NTS <br />C.OJL# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />2W9 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAININ NIESE, PE <br />P.E. W 86025 FLORIDA <br />3/31/21 <br />DATE t� <br />7'E ., <br />• Q h <br />Al. <br />o=> <br />e-� <br />G10 <br />� <br />rr <br />O <br />0 <br />pip <br />A� <br />V� <br />0 <br />v <br />'.q <br />r0 <br />0 <br />bA <br />.2 <br />N <br />as <br />*PulteGroup- <br />90 <0 <br />0 �g <br />N <br />ED <br />•'1■1 <br />o <br />r� <br />n <br />r� can <br />00 <br />W <br />O N <br />QJ <br />rn <br />1.4 <br />I-� <br />1� <br />O <br />w <br />16.4 F--1 <br />w F-� <br />� o <br />PRODUCT MANAGER <br />IRELEASE I <br />nATF• YY /YY /YYYY <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4,2 <br />