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C) <br />C) <br />0 0 02 0 0 0 0 0 0 0 0 0 0 <br />0 <br />—NOTE: <br />PROVIDE BLOCK1NG AT ALL <br />0 <br />0 <br />0 <br />0 <br />SHEATHING <br />EDGES. <br />o 0 <br />a 0 0 0 0 : 0 1 0 . 0 <br />o 0 o o 0 0 0 a 0 <br />0 <br />0 <br />0 0 <br />0 . <br />a 0 <br />0 0 <br />0 <br />0 <br />0 o <br />D o <br />I <br />AIL SPACING AT <br />D <br />o <br />0 <br />12" IN HELD <br />o <br />0 <br />0 <br />0 <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <br />BLOCKING <br />REQUIRED (MIN) <br />SZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />L7/16' SHEATHING <br />8d <br />3* D.C. <br />30 D.C. <br />12" D.C. <br />ALL <br />EDGES <br />SINULE NAIL EDUE SPAGINU <br />1/2S <br />1 /2' <br />DOUBLE NAIL EDGE SPACIN( <br />20 BLOCKING <br />NAIUNG jHlN <br />STUD SPACING PER PLAN—/ STRUCTURAL SHEA FIER FILM G SPLICE -SAME NWSS AND <br />STOGTH AM ORIENTARON AS WALL SHEA1HING <br />TYPICAL SHEATHING DETAIL <br />W01 <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EADI STUD <br />2x P.T. PLATE SECURED TO <br />SLM w/ 3' POWDER ACTU) <br />FASTENERS OR TAPCONS 0 <br />D.C. OR (2) ROWS 12d GUN <br />NAILS 0 12' O.C. <br />Will <br />OAD BEARING WAL <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE wl 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 />3TUDS AT 16' O.C. <br />kTHING PER PLAN <br />REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SZE AND LOCATION <br />0 EA STUD <br />-2x STUDS AT 16" D.C. <br />-SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS 0 EA STUD <br />RUM TO FOUNDATION PLAN FOR <br />FOOTING SZE AND LOCATION <br />:1 <br />W10 LOAD BEARING WALL w/UPLIFT <br />W10 <br />AT CMU VAU USE 2x P.T. ATFAM TO BLOCK OR <br />LINTEL VNI POIIIIER OMAN FWDIEFIS AT 127 O.C. <br />07-16' MAX. GAP <br />FASTENEFIS M BE 1/8' DIA. Nk ANID ROM 3/4* MIN. <br />MINIMUM XM CAPACITY TO BE 154 <br />2x ANGLE AS FIEND w/ (2) 10d <br />TOE NALS AT EACH END. <br />STRUCTUIRAL SHEATHINIG REM AT 2 SIDESfIN <br />&4 Ri wl:r Ma GAP <br />WINDOIIIIS AM DM AND AT ENTW VDIOUT <br />BETIM BLOCK& BLOCK <br />BAER nWM SHEATH OUTSIDE ONLY *IEN <br />AS REM AT WM <br />BARREL FRAW IS USED. <br />FASTEIG LOCATKINS. <br />Ix P.T. SW <br />NOTES: ALTERMATE M 0 <br />MINOR OWIGES MAY OCCUR ACCOFIDING TO INDIVIDUAL OPENING. <br />IF WIM OR DOOR IS INISTAM IN DIM SEE "CAL <br />WINDOW AND DOOR ATTACHMW DETAV FOR INSTWTION <br />DETAIL <br />WERE EM FASIENIT DO NOT HAII 2x BACKK THE <br />FASTENIER MUST EXTEND THROU%I Ix SM INITO BASE MATOW ALTEFIINATE AD TOP <br />r <br />PER H MANUFACTURER'S PUNM REDN"AlIONS. <br />ARCH FRAMING DETAIL <br />(:W13 <br />EXTERIOR CONC.WALL <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 />HELD <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' D.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDG <br />)g-BLE END SHEATHING DETAIL <br />W02 A <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND :t� <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />-, V' . " .. <br />44 <br />'2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2'x6" V BOLTS OR <br />5/8'x6* SIMPSON TITEN HD'S w/ 2' WASHERS AT 2e D.C. & <br />WITHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/43" <br />MASONRY SCREWS 0 12' D.C. STAGGER ROWS 6' <br />FRAME TO BUCK TO MASONRY <br />. 4' <br />.:P. <br />11' A <br />L-1 /2' x 2 1/4' HILTI SLEEVE ANCHOR OR EQUAL MIN. <br />1 1/2' EMBED INTO MASONRY. (1) PER BRACKET <br />.FRAME TO MASONRY <br />W16 Y�PIC�AL�GA_MAGW W00�RAk7T_QGHWMEKT _WET_AIL <br />INT FINISH WOOD BUCK ATTACHMENT- <br />1x WOOD 1x_ CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH wrT* <br />1X FIT BUCK NAILS V FROM ENDS AND 12" D.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />ALILKNAIL: <br />2x- OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4' <br />1/4*00' TAPCONS 04" FROM ENDS <br />AND 12' O.C. REMAINDER. <br />w/1 1/4' EMBEDMENT <br />YPICAL WINDOW ATTACHMENT DETAIL <br />W14 <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*0x49 TAPCONS 04' 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 />CK MOULD <br />SH PER ELEAVATION <br />0 <br />W 15 T Y KI C K WO WR _AT T [KC _MM E �NT _WE TA I L <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 0 TOP & BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REUD, <br />OPENING FRAMING (JACK STUDS ONLY) <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR PROVIDE 481 LAP SPLICE w/ (3) 10d <br />FACEPER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. wl 10d COMMONS AT 16' D.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 />;i/,/ <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16' D.C. <br />MIN. ADDIONAL 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.0 - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3' D.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' D.C. <br />SHEATHING PER PLAN 0 EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />(1) SP4 TO KING & JACK STUD U.N.O. - <br />PER PLAN <br />EDGE NAIL SHEATHING PER PLAN <br />I <br />;> - - - - - <br />NOTE:- FOR EXTERIOR BEARING WALLS ONLY <br />YPICAL FRAMED BEARING WALL <br />y <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PERPLAN <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 U%F ki irIWAL) <br />W19 IYP I CAL.F1.LLE_DC ELL DETAIL <br />SM MM PER PLM <br />Jr SOS M 0 Ir ac- <br />STAGM EO SIDE OF <br />POST (RESIXM IN 117 0.11 <br />UD 01M PER PLM MALL SPM) <br />4-At r4 It S' MS Sam <br />5-Alf x Ir SDS SNE <br />6-PLY.- x Ir SDS 0M <br />7-PLY- X x Ir SDS SDM <br />C516 OR EQLIV. (MP, <br />WX AM 80TO) <br />Dd fts I r 0.11 <br />I PL� (2) 10d NAS I Ir O.Q <br />(EO PLY) <br />Psmy MEW WWI Milo <br />�STLID PACK DETAIL <br />FIX (4) MLY a? MOW SW CMIUMS <br />LINTEL PER PLAN - <br />HEIGHT MAY VARY <br />FROM DRAWING <br />3 LY SCALE: NTS <br />ROOF SHEATHING PER PLAN <br />TRUSSESPERPLAN <br />BOX HDR. TO BE HELD FLUSH <br />BOTTOM OF LINTEL - FIE-11) FIR <br />ABOVE AS NECESSARY <br />TRUSSBOTTOM CHORD PER <br />MANUF. 0 2e D.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 JAcKAING 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 />::_::-I:7La_ z-A <br />I - LL - _j _L <br />- - - - - - <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 FROMAPPROVED MANUFACTURERS: <br />CAST-CRETE, LOTT'S CONCRETE, QUALITY PRECAST CO. <br />MAX I MUM LOAD (PUF) <br />APPROX. <br />LINTEL LEN GTH <br />MAX. CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8"TYPEB <br />8" TYPE C <br />12�:TYPEB 114��TYPEB** <br />12 TYPE C <br />14 TYPEC**1 <br />16"TYPEB <br />16"TYPEC <br />20:: TYPE B <br />2fTYPE 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 />212" <br />2231 <br />3M9 <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 />2-91 <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 />- <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7019 <br />8672 <br />10000 <br />10000 <br />4 '8" <br />3'411 <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 -4-1 <br />41011 <br />1 <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 />512" <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 />1729 <br />2108 <br />2632 <br />M98 <br />5661 <br />4742 <br />5501 <br />8' 4" <br />7' Y' <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 />2%4 <br />3387 <br />101 6" <br />91211 <br />354 <br />535 <br />890 <br />N/A <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />535 <br />1054 <br />1 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 />121611 <br />111211 <br />277 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2983 <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 />7W <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 />15-411 <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 />18.01. <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 />9r" <br />1177* <br />1415* <br />1676* <br />21V 0-1 <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* <br />1345* <br />1468* <br />!S <br />ME8" W/2" RECESS UAINTELS <br />LeAESTRIESSED <br />Unfilled no Rebar, Type B Continuous Grout, Steel per Plan in Bond Beam OnIV; TVpe C Continous Grout, Steel per plan in Bond Beam & Lintel <br />fill <br />2X12 BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS 0 6" O.C. <br />2x8 TO 2x12 PT 2x12 AT WALL TO BE <br />FASTENED TO PRECAST w/ (2) ROWS <br />STAGGERED OF 1/4" x 4" TAPCONS @ <br />16" O.C. MAX. <br />S.G.D PER PLAN, <br />INSTALL PER <br />MAN. SPECS. <br />G.D. DETAIL <br />C) <br />C'4 <br />=o <br />C14 <br />RE <br />C_.) <br />co <br />.15 <br />tj <br />9 <br />Q) <br />U <br />r_� <br />cn <br />tPulteGrouir <br />"4151 1 1 <br />0 <br />44 <br />CD <br />as <br />00 <br />*--� <br />-1c <br />Qj <br />r_�4 <br />;6_4 0 'cq4 <br />C%s <br />wr% �z$-4 <br />0 <br />�8 <br />M <br />rPRODUCT MANAGER <br />- - - - <br />R70 I U = I <br />RELEASE <br />DATE: XX/xx/xxxx <br />PROJECT TYPE <br />SPECIFICATION LEVEL <br />Mte <br />j <br />1PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET S4.2 <br />