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1xW00D <br />1x P.T. BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEVATION <br />WOOD BUCK ATTACHMENT: <br />1xCUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS @ <br />4' FROM ENDS AND 1 T O.C. REMAINDER. <br />ATTACH WINDOW THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />ALTERNATE: <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 2114' =114'0 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER. wl 11/4' EMBEDMENT <br />TYPIr.AI \A/imnnW ATTAr..HMFNT nF=TAII <br />N.T.S. <br />INT. FINISH <br />1xWOOD <br />2x P.T. BUCK <br />ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER ELEVATION <br />WGM-140 <br />WOOD BUCK ATTACHMENT: <br />2x OR GREATER BUCK TO MASONRY <br />BOLT -UP THICKNESS < 2114' =10 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER wl 1114' EMBEDMENT <br />ALTERNATE: <br />1x CUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS <br />@ 4- FROM ENDS AND 12'O.C. REMAINDER. <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />ScdaN N. T. S. <br />EXTERIOR CONCAALL <br />GARAGE DOOR AND TRACK INSTALLED <br />PER MANUFACTURERS SPECIFICATIONS. <br />EXTERIDR CONCAALL <br />114'DRIVE4NANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />WGM-150 <br />2X6 WOOD BUCK ANCHORED TO CMU wl <br />I/Tx 6'V BOLTS OR ON 6'SIMPSON <br />TITEN HD5 wl 2'WASHERS AT 24' O.C. & <br />WITHIN 6' OF TOP AND BOTTOM, OR (2) <br />FRAME TO BUCK Tq ROWS OF 1l4' x 3' MASONRY SCREWS @ <br />MASONRY 12' O.C. STAGGER ROWS T FROM EACH <br />° IL <br />FRAME TO MASONRY <br />END <br />112' x 2114' HLTI SLEEVE ANCHOR <br />OR EQUAL MIN.110 EMBED INTO <br />MASONRY (1) PER BRACKET <br />WPIC.AI (-.ARArF MOR ATTAC;HMFNT <br />N.T.S. <br />stun ca W PER <br />Y, SDS SaiE1M 0 16'0.11- <br />STAGGM EACN SEE OF <br />POST (RE LNG IN 6' O.C. <br />OVERALL SPACING) <br />nE caLuws PER PLAN <br />4-PLY. Y, x S' SDS SCREws <br />5-PLY: Y, x 6' SUS SUM <br />6-PLY: N x 6' SDS Sa MS <br />7-PLY: N x 6' SUS SDiEM6 <br />CSI6 OR EQUV. (TOP, <br />Mxxxf AND BOTTOM) <br />)d NALS 0 6' O.C. <br />I PLY) <br />PfWARY METHOD <br />B3 STUD PACK DETAIL <br />(2)10d NAILS 0 6' O.C. <br />(Ea PLY] <br />FOR (4) PLY OR MORE SAID COLUMNS <br />WGM-160 <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 TRUSSES. <br />REFER TO TRUSS MFGR DWGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPECa <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />FASCIA PER COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />V-TFIN.FL. <br />FINISHED GRADE <br />MONOLITHIC FND, SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REIN. REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />seams N TS <br />12 PER <br />ELEV. <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 TIE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM <br />PER PLAN <br />PRECAST LINTEL <br />PER PLAN <br />OPENING wl PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL RENF. REQ. <br />EXTERIOR <br />Ej SEE STRUCT. DETAILS <br />IN <br />FOR VARIATIONS <br />V4' FN. FL <br />FINISHED GRADE <br />4, _ MONOLITHIC FND, SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & RENF. REQ. <br />TVPIr'.AI 1 -qTOPV WAI I gFC'.T10N <br />NITS <br />CMU WALL PER PLAN <br />ATTACH A 20. TO CMU wl (6) EQ. <br />SPACED 3116' x 3114' CONCRETE SCREWS <br />w/ WASHER HEAD. 6' MAX FROM TOP AND <br />ALTERNATE: <br />ATTACH A 2x P.T. TO CMU wl (3)1I2'A,B. wl6' <br />EMBEDMENT, SPACED AS SHOWN wl 2X2 PLATE <br />WASHERS. BOLT INTERIOR WALLS TO CMU ONLY <br />WHERE FWI DETAIL IS CALLED OUT ON PLANS. <br />FILLED CELL PER PLAN <br />PRECAST LINTEL GRAVITY LOAD TABLE v4.2� <br />LOADS LISTED HARE BEEN CALCULATED OR COMPi'LED FROM APPROVED MANUFACTURERS: <br />CAST -CREPE, LOTT'S CONCRETE, QUALITY PRECASTCO. <br />s s <br />f <br />#f#f <br />f#. <br />®® <br />i" <br />1. <br /># <br />•�. i <br />iL°i,. <br />f <br />• s • ' - • a ■ - - s - • • - • a ■ <br />DOUBLE <br />TOP PLATE <br />P.T. BOTTOM <br />PLATE <br />FRAMED BRG. WALL TO MASONRY WALL <br />seal« <br />1 /2"=1'-0" WGG-040 <br />CONNECTOR <br />FASTENERS <br />ALLOWABLE LOADS <br />CITY <br />TYPE <br />GRAVITY <br />(Ibs) 1.0 <br />UPLIFT (Ibs) @ <br />1-6 <br />LATERAL <br />(Tbs) C@ 1.6 <br />META 16 <br />8 <br />0.148"x l-1/ 2'* <br />1450 <br />F 1 : 340 <br />F2: 770 <br />H ETA 16 <br />9 <br />0.148"x 1-1/2" <br />1810 <br />F 1: 340 <br />F2. 770 <br />(2) META 16 <br />0 1- 1 <br />10 <br />0.148"x 1-1/ 2" <br />-- <br />1875 <br />F 1 : 680 <br />F2: 77 <br />(2) META 16 <br />CM 2- or 3-ply <br />14 <br />0.162"°x3-1/2" <br />-- <br />1795 <br />F1 : 1285 <br />F2: 1080 <br />(2) HETA 16 <br />1- 1 <br />10 <br />0.148"x l-1/ 2"' <br />-- <br />1920 <br />Fl : 690 <br />F2: 770 <br />(2) HETA 16 <br />2- or 3-ply <br />12 <br />0.162"x3-1/ 2" <br />- <br />2-365 <br />F1 : 1350 <br />F2 : 1430 <br />FISTLVi16 <br />8 <br />0.148"xl-1 2" <br />-- <br />1110 <br />F1:120 <br />4 <br />1/4"xl-3/4'" Titen 2 <br />F2 : 90 <br />MTS12 <br />14 <br />0.148"x1-1/2" <br />-- <br />990 <br />-- <br />MTS 16 <br />14 <br />0.148"' x 1-1 Z' <br />- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x11/2" <br />-- <br />1310 <br />-- <br />HTS20 <br />24 <br />0.14811x1-1/2"" <br />-- <br />1310 <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />925 <br />- <br />LSTA18 <br />14 <br />0.148"x2-1 2" <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />- <br />1640 <br />-- <br />M1STA30 <br />22 <br />0.148"x2-1/2" <br />2050 <br />- <br />MSTC52 <br />62 <br />0.148"x3-1/4' <br />-- <br />4735 <br />-- <br />MSTCMT40 <br />10 <br />1 4"x2-1 4"s Titen 2 <br />-- <br />2800 <br />-- <br />14 <br />0-148"x3-1/4°" <br />MIGT <br />22 <br />0.148"x3" <br />-- <br />3965 <br />F1 , 775 <br />1 <br />5/8" ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5 8" ATR <br />-- <br />2225 <br />F1 : 650 <br />16 <br />1/4"x3"SDS <br />F2: 630 <br />VGTR/L <br />2 <br />5/8" ATR <br />-- <br />5545 <br />F1 : 650 <br />32 <br />1 4"'x3"SDS <br />F2: G30 <br />VGT <br />1 <br />5/8'" ATR <br />-- <br />4940 <br />F1 : 119S <br />16 <br />1/4"x3" SDS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8" ATR <br />7185--2p1}t 8890 <br />301V <br />F1 : 118S <br />32 <br />4" <br />1 'x3" SDS <br />F2. 590 <br />DTT2Z <br />1 <br />8 <br />1/2" ATR <br />1/4"xS' SDS <br />1825-2x4 rain <br />2145-(2)2x4min <br />-- <br />HTT4 <br />1 <br />5/8'¢ ATR <br />-- <br />3610 <br />- <br />18 <br />0.148"x3-1/2" <br />HTTS <br />1 <br />5/8" ATR <br />_- <br />4670 <br />-- <br />26 <br />0.148"x3" <br />HTTSKT <br />1 <br />5/8'" ATR <br />-- <br />5445 <br />-- <br />26 <br />SD #10x2-1'2" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />19OG <br />-- <br />12 <br />O.lErrx3-1/2" <br />ABL166Z <br />18205 <br />2475 <br />-- <br />2 <br />0.162'x3-1/2"' <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1110 <br />F2: 110 <br />H10A <br />18 <br />0.148"x1-1/2" <br />- <br />1340 <br />F1565 <br />F2: 285 <br />HIOA-2 <br />is <br />0.148"x11/2"' <br />- <br />1080 <br />F1.I>BO <br />F2 : 260 <br />HUC48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />-- <br />6 <br />0.148"x3" <br />LUS26 <br />4 <br />0.148"x3" <br />36S <br />1165 <br />-- <br />SPH4 <br />12 <br />0.148'°x1-1/2" <br />Side: 640 <br />Center: 1290 <br />OTC clips <br />4 <br />3/16"x2-3/4" Ti€en 2 <br />F1 : 85 <br />2 <br />0.131"x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"xl-1/2" <br />-- <br />F1:6S0 <br />F2 : 670' <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:2252S <br />SDWC154SO <br />1 <br />SDWC15450 <br />- <br />295 <br />F2:150 <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ LAN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATE``��►illli/ 7' <br />_ 8 <br />1p <br />�NA1. <br />CV <br />0 <br />(V <br />CD <br />Ca <br />U <br />M <br />/O <br />t'J <br />� <br />e-1 <br />GO <br />*j <br />L\ <br />0 <br />V J <br />NN <br />O <br />00 <br />n� <br />M--� <br />ON <br />ON <br />� <br />v <br />.N <br />N <br />r <br />a) <br />�j <br />Uen <br />cis <br />.r <br />v <br />O <br />r-1 <br />w <br />cc$ <br />C� <br />� <br />4 <br />N <br />1 <br />= <br />*Pu tte G co F <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Fan it <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.2.1 <br />