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° ° ° ° ° ° ° ° ° <br />° <br />°—NOTE: <br />1.1 <br />PROVIDE BLOCKING <br />lo <br />AT ALL <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° ° <br />-;,—a <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° 1 ° ° 1 ° <br />° ° ° 010 <br />° <br />° <br />AIL <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />12' IN <br />° <br />FIELD <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° ° ° of ° ° <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 />3/8" <br />SINGLE NAIL EDGE SPACING <br />1/2 S <br />° <br />1 /2" <br />DOUBLE NAIL EDGE SPACIN( <br />12x4 BLOCKING <br />NAILING <br />_V� <br />STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <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 112" 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 />EATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS 0 EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10LOND�BEWRMNG WALL w/ <br />UPLIFT <br />12 <br />PER <br />ELEV. <br />INTERIOR <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF <br />TRUSSES. REFER TO TRUSS <br />MFGR. DWGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY <br />SPEC. <br />FASCIA PER COMMUNITY <br />SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />ollO'-0" FIN. FL. <br />" °c. <br />FINISHED GRADE <br />^ °tl 'e <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. <br />REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />x°Ie: <br />N TS <br />12 <br />j PER <br />\�I ELEV. <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 ACTUI <br />FASTENERS OR TAPCONS 0 <br />O.C. OR (2) ROWS 12d GUN <br />NAILS 0 12" O.C. <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 />Sd <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 />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 1501. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />STUDS AT 16" O.C. TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />kTHING 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 />W11 � <br />LOAD BEARING WALL w/o UPLIFT <br />-- — <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ, <br />INSULATION AS <br />PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR. DWG <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />0'-0" AN. FL. <br />°: a FINISHED GRADE <br />MONOLITHIC FIND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />,TYPICAL 1 STORY WALL SECTION <br />x°Ic <br />N TS <br />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />SIMPSON H2.5A 0 TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. - <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN — <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />W05 <br />0'-16' MAX. GAP <br />2A FILL w/ 2' MAX. GAP <br />BETWEEN BLOCKS, BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />1x P.T. SHIM <br />NOTES: <br />ALTERNATE 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 Ix SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. <br />ARCH FRAMING <br />DETAIL <br />W13 <br />STUD COLUMNS PER PLAN <br />Y SDS SCREW o IC O.C. - <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 6' O.C. <br />o <br />UD COLUMNS PER PLAN VERAIL SPACING) <br />4-PLY: N x 5' SDS SCREWS <br />5-PLY: Y x 6' sos SCREWS <br />6—PLY: Y x B' SDS SCREWS <br />7—PLY: Y x Ir SDS SCREWS <br />M6 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />1d NAILS 0 B' O.C. <br />PLY) (2) 10d NAILS 0 6' O.C. <br />(EO PLY) <br />PRIMARY MEJOID <br />1STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD COLUMNS <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />' <br />EDGE NAIL SHEATHING <br />PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. ' <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 1Od <br />FASTEN WALL SHEATHING <br />NAILS U.N.O - CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND <br />HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL �— <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />SHEATHING PER PLAN 0 EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O.- <br />EDGE NAIL SHEATHING PER PLAN T <br />II II <br />_=u_�L <br />< <br />NOT: FOR EXTERIOR BEARING WALLS ONLY <br />YPICAL FRAMED BEARING WALL <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 />) CELLS. <br />-OUNDATION PLAN <br />DETAILS FOR FOOTING <br />'ORCING. <br />I Lt% `I ILIV%L) <br />W19 TYPICAL 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 />I 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 />__Li_JL <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 (PUI <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 />114"TYPEC**� <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 />V 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 />1 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 />706" <br />62" <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 />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 />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 />174" <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 />1914" <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* <br />1345* <br />1468* <br />ESTRESSED <br />&OE8" 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 />FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP & BOT. <br />FASTEN w/10d X 3" NAILS @ 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 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 />SCALE: NTS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />17 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />11/16/20 <br />DATE``IV111 <br />No. <br />.10 E OF <br />tQ , tOR10 • •���; <br />C5 <br />a. <br />0 <br />0 <br />N <br />c� <br />0 <br />U <br />O <br />\'/ <br />00 <br />M <br />� <br />O <br />i4 <br />A� <br />�8 <br />aN <br />U <br />TS <br />�r <br />o <br />bb <br />-2 <br />' <br />�0 <br />41 <br />N <br />a <br />moms <br />in <br />0 <� <br />N <br />*2 <br />Q o <br />10, <br />C� <br />o � <br />ca w <br />*%o <br />T <br />O N <br />9 <br />n43 <br />� O <br />ciz � w^ <br />"11:5 4--I <br />-1` o �8 <br />M <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.2 <br />