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° ° A ° ° ° ° ° A ° ° ° A ° <br />°---NOTE: <br />PROVIDE BLOCKING AT ALL <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° ° <br />° ° ° ° ° ° ° ° ° ° <br />° ° ° ° ° ° ° ° ° ° <br />° <br />, <br />° <br />° <br />° <br />° <br />° <br />° <br />AIL SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />12' IN FIELD <br />° <br />° <br />° ° <br />° <br />A <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 />1/16' 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 />° <br />:�7 <br />1/2' <br />DOUBLE NAIL EDGE SPACIN( <br />�2x4 BLOCKING <br />STUD SPACING PER PLA STRUCTURAL SHEATHINGJ PERRPLAN 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 ® EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUE <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 <br />PER <br />ELEV. <br />INTERIOR <br />STUDS AT 16' O.C. <br />ATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDK15450 SCREWS ® EA STUD <br />�— REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUE <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3' POWDER ACTUI <br />FASTENERS OR TAPCONS <br />O.C. OR (2) ROWS 12d GUN <br />NAILS 012" O.C. <br />W11 <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 />W02I�an <br />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 154 <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 />1THING 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 />FOR NAIlrG & OTHER REQ <br />STRUCTURAL. SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />l U.ATION AS PER SPEC. <br />FOR NAM & OTHER REQ. <br />PRIE-9 I� ROOF TAUS,SES. <br />INSILATIONAS <br />REFER TO TRUSS MFGRL NIGS <br />PSPEC. <br />PER SPEC. <br />PER <br />PREaMIEERED ROOF TiILJSSES. <br />AMT ROOF 12 <br />REFER TO TRUSS MFGR. DWG <br />(OR TLLE PER SPEC pEp <br />a <br />ASPHALT ROOF SHINGLE <br />ELEV. <br />TRUSS STRAP PER <br />(OR TLLE PER SPEC.) <br />STIIL)CT. DETAILS <br />� TRRUSSS STRAP PER <br />ner'n rn n °u <br />/ STRUC I. DETAWc <br />FASCIA PER COMMM SPEC. <br />FASCIA PER COMMIW M. <br />BOND BEAM PER PLAN <br />~ ' <br />FASCIAAPER <br />COMMUNITY SPEC. <br />SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENNG W/ PRECAST <br />SE STRICT. FOR <br />SLL PER PLAN <br />ALL R9F. REQ. <br />SEE SIRUCT. FOR <br />/ ALL RENF. REQ. <br />SE STRUCT. DETALS <br />FOR VARIATIONS <br />1TFN.FL <br />FINm GRADE <br />a <br />MONOLRFIC FND., SEE <br />STRUCTURAL. DETALS FOR <br />WIDTH, DEPTH, & ITr:1NF. REQ. <br />\TYPICAL 1 STORY WALL SECTION <br />N TS <br />EXTERIOR <br />INTERIOR <br />SEE STRIICT. DETALS <br />FOR VARIATIONS <br />VLTFIN. AL <br />° -°° <br />FINISHED GRAM <br />DE MONOLITHIC FIND, SEE <br />a... <br />STRUCTURAL DETALS FOR <br />WIDTH, DEPTH & REINF. REQ <br />TVPIr-,&I i CTr)QV %A/AI I CPr_T10K1 <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 />MTS16 FROM EA. TRUSS <br />TO HDR. <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.G. - <br />HEADER PER PLAN, (2) PLY <br />(6) tOd NAILS KING STUD TO <br />MIN. ADDTI(NJAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />/ <br />(1) SIMPSON LSTA24 w/ (18) 10d <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 WIQ DETAIL @— <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16' O.C. <br />SHUTTER ATTACHMENT <br />I I I I <br />SHEATHING PER PLAN 0 EXTERRIOR-- <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />I I I I <br />II <br />EDGE NAIL SHEATHING PER PLAN -- <br />II <br />=L1_JL <br />NOT: FOR EXTERIOR BEARING WALLS ONLY <br />,A,,,r.VYPICAL FRAMED BEARING WALL <br />rrvv ]In <br />0"-16" MAX GAP <br />20 ALL w/ 2' MAX GAP <br />BETWEEN BLOCKS. BLOC( <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 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />ARCH FRAMING <br />DETAIL <br />W13 <br />STUD COLUMNS PER <br />Y SOS SCREW ®16' D.C. — <br />STAG00 EACH SIDE OF <br />POST (01TNIG IN 8' O.C. <br />UD COLUMNS PER PLMI OCML SPAM) <br />4—PLY: X z 5' SDS SCREWS <br />5—PLY: Y' x 6' SDS SCREWS <br />6—PLY: li z B' SDS SCREWS <br />1—PLY: lI' z 8' SIDS SCREWS <br />CS16 OR EOW (TOP, <br />M W Ma BOTTOM) <br />1d NULS 0 B' O.C. <br />I PLY) <br />PRIMARY MEW <br />STUD PACK DETAIL <br />(2)10d AIMS 0 6' O.C. <br />(EACH PLY) <br />FOR (4) PLY OR MORE STUD COLUMNS <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 />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 LnF 1 1 I I TINE] <br />W TYPICAL FILLED CELL DETAIL <br />19La <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />�- BOX HDR. TO BE HELD FLUSH <br />LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FIR <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 & 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 />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 />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 />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 />32W <br />5163 <br />6607 <br />8054 <br />9502 <br />10000 <br />3069 <br />4W5 <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 />32W <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 />37% <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 />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 />41W <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 />416' <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 />1 5501 <br />8! 4" <br />7-W <br />48S <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 />1010.0 <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 />1 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 />1q'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 />20' 0" <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 />1114* <br />1345* <br />1468* <br />ESTRESSED <br />1�8" W/2" RECESS U-UNTELS <br />typeA = Unfilled no Rebar, TVpe B = Continuous Grout Steel per Plan in Bond Beam Onl 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 <br />16" O.C. MAX. <br />S.G.D PER PLAN, <br />INSTALL PER <br />MAN. SPECS. <br />,(;0 POCKET S.G.D. DETAIL <br />SCALE: NTS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. #E 86025 FLORIDA <br />1 /27/21 <br />DAtTE��V�tlillttlt// <br />.16602 -� <br />Z <br />TATE Y� <br />....... <br />N <br />0 <br />N <br />9 <br />25 <br />(j <br />O <br />co <br />(U <br />00 <br />O <br />iy <br />00000 <br />AL <br />.V^may <br />V <br />45 <br />0 <br />M <br />N <br />0 <br />•.ram <br />cc <br />O <br />� <br />w <br />b>D <br />N <br />0 <br />*PulteGrcup- <br />IC21 <br />o <br />ICY <br />o � <br />00 w <br />a� <br />R <br />Qj <br />a O <br />w <br />� Q <br />O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4,2 <br />