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HORIZONTALI EXTERIOR WALL SHEATHING TOHDR.RDMEA.TRUSS <br />EXTERIOR GABLE END SHEATHING STRAP INSIDE FACE OF WALL PER <br />° ° ° ° ° ° ° ° ° ° W10 WHEN TRUSS STRAPS TO HDR. <br />SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING INSTALLED ON INSIDE TRUSS BOTTOM CHORD PER <br />REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED (NON —SHEATHED) FACE OF WALL H H REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED EDGE NAIL SHEATHING MANUF. @ 24" O.C. <br />--NOTE: PROVIDE BLOCKING AT ALL 7/16" SHEATHING 8d 3" O.C. 3" O.C. 12" O.C. ALL 7/16" MIN n n PER PLAN DEL 2X TOP PLATE. BOTTOM 2X OF TOP <br />SHEATHING EDGES. EDGES 8d 3 O.C. 3 O.C. 12 O.C. ALL STEPSON FRAMING <br />@TOP &BOTTOM OF CRIPPLES AS REQ D, PLATE TO BE SPLICED OVER A STUD. <br />SHEATHING EDGES OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR I I EDGE NAIL SHEATHING TO TOP <br />° PROVIDE 48" LAP SPLICE w/ (3) 10d 3/4" FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES PLATE AND TOP AND BOTTOM <br />° I I I OF HEADER PER PLAN <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. HEADER PER PLAN, (2) PLY <br />° ° STRUCTURAL SHEATHING _ _ — _ <br />° ° ° ° ° ° ° ° ° ° PROVIDE 48" LAP SPLICE w/ (3) 10d <br />f ° ° MIN, ADD JACK/KING STUDS <br />o "—\' COMMON NAILS AT ENDS, NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />3 8" n MIN. ADDTIONAL JACK STUD AND CONN. REQ. PER PLAN. <br />/ \ CONT. w/ 10d COMMONS AT 16 O.C. HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORSSHEARWALL LATERAL DOUBLE UPPER SILL AS REQ. <br />f LOAD DESIGN NAIL ° ° NAIL SPACING @ 12" IN HELD TM (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. <br />SPACING ° ° <br />TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d FOR SHUTTER ATTACHMENT <br />FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM <br />° AIL SPACING AT `f 1, ° (1) STEPSON LSTA1 O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR <br />SINGLE NAIL EDGE SPACING OPENING WALLS ONLY, FASTEN <br />12 IN HELD ° CENTER ON HEADER.. AT 3 SHEATHING AT 3" O.C. ALL <br />SINGLE NAIL EDGE SPACING ° / r� ° / ° �' CONNECT WALLS PER W10 DETAIL @ AROUND OPENING <br />f. i STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS <br />° 1/2" 1/2 s (ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16 O.C. SHUTTER ATTACHMENT <br />° <br />2x STUDS AT 16" O.C. SHEATHING PER PLAN @ EXTERIOR <br />1 /2" ° l / WALLS AND SHEAR WALLS (ON <br />1/rLi OPPOSITE SIDE OF WALL) <br />DOUBLE NAIL EDGE SPACING °�-f� �' r'� %I L I I I I EDGE NAIL SHEATHING () 1 SP4 TO KING & JACK STUD U.N.O. <br />I I I I I I I I <br />° PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN I ° <br />GABLE END SHEATHING DETAIL <br />° <br />W02 <br />° ° NN2z4 BLOCKING Kn <br />LIAN <br />SHEATHING SPLICE -SAME THICKNESS AND <br />STUD SPACING PER PLAJ STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING NOTE: FOR EXTERIOR BEARING WALLS ONLY NOTE: TYPICAL FOR INTERIOR BEARING <br />W01 TYPICAL SHEATHING DETAIL WALLS w/o SHEATHING, INTERIOR SHEAR <br />ut TYPICAL FRAMED BEARING WALL WALLS AND EXTERIOR WALLS w/ SHEATHING <br />TOP PLATE CONNECTOR: W 0 5 Ku <br />(2) SDWC15600 SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUL <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 />STUDS AT 16" O.C. <br />ATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS @ EA STUD <br />�- REFER TO FOUNDATION PLAN FOR <br />ATION <br />W1 LOAD BEARING W_ALC�iL��i� <br />0 <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />12 REFER TO TRUSS MFGR. DWGS <br />PER <br />Eby. ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />nnn <br />i1 REFER TO PLAN <br />FASCIA PER COMMUNITY SPEC. <br />FASCIA PER COMMUNITY SPEC: <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />OIL 0'V FIN. FL <br />aa. <br />FINISHED GRADE <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />Scale: N TS <br />j"7 <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUC <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 />Val <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 150f <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />STUDS AT 16" O.C. TOE NAILS AT EACH END. <br />AT 2 SIDES <br />4THING PER PLAN NDOWSRAL ANDSDOORS NANDERED ATIENTRIES WITHOUTN <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 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 />k REFER TOPLAN <br />FASCIA PER <br />COMMUNIfYSPEC. <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 />V-0-FIN. FL <br />e °aa. <br />FINISHED GRADE <br />MONOLITHIC FIND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />\TYPICAL 1 STORY WALL SECTION <br />5°°le: N TS <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 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 PLAN <br />Y,' SDS SCREW 016' O.C. - <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8" O.C. <br />ND COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: N x 5' SDS SCREWS <br />5-PLY: Y x 6' SDS SCREWS <br />6-PLY: Y• x 8' SDS SCREWS <br />7-PLY: X' x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Td NAILS 0 8" O.C. <br />I PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY MEIHCD ALTERNATE METHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE STUD <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 />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 />I LMF 1,11FIUhL/ <br />W19 TYPICAL FILLED CELL DETAIL <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 />�1411TYPEC**� <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 />T 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 />514" <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 />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 />66" <br />5'2" <br />710 <br />1232 <br />2177 <br />3738 <br />3490 <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 />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 />94" <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 />810" <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 />1943 <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 />1 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 />IT 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 />1440" <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 />NIA <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 />NIA <br />N/A <br />340* <br />N/A <br />598* <br />845* <br />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 />C.C3.A.# ARCHITECTURE <br />AA26002802 <br />C.©.A.# ENGINEERING: <br />29349 <br />I I THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE:, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DATE t 111 i 111 <br />1 <br />f <br />No. 8 -- <br />- <br />'"` '^ E OF •' ^., <br />00 <br />O <br />/ <br />? <br />00 <br />o <br />VJ <br />� <br />o <br />Q <br />� <br />C:> <br />U <br />`Y' <br />CC) <br />C%3 <br />.rq <br />75 <br />V <br />� <br />0 <br />b�D <br />rMIIIIIIIIIIII <br />4 <br />N <br />11kPu1teGrw,,ip- <br />RODUCT 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 />