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3 <br />0 <br />0 <br />0 <br />0 <br />3 <br />0 <br />WOOD BUCKATTACHMENT: <br />1x CUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl TNAL.S @ <br />4FROM ENDS AND I?D.C. REMAINDER. <br />ATTACH WINDOW THRU BUCK KM MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />ALTERNATE <br />2x OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS < 21W z 1/41 x? <br />TAPCANS Q 4' WIN ENDS AND I? O.C. <br />REMAINDER w/ 11140 EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N . T. S. <br />NET. FINISH <br />1x WOOD <br />2xP.T. BUCK <br />ATTACH DOOR PER <br />FLORDAPRODUCT <br />APPROVAL <br />BRICK MOLD <br />FINISH PER ELEVATION <br />WGM —140 <br />WOOD BUCKATTACHMENP <br />2x OR GREATER BUCK TO MASONRY <br />BULT4JPTHICKNESS <211C=1I4'00 <br />TAPCONS Q 4FROM ENDS AND 1? O.C. <br />REMAINDER WI 1114'EMBEDMENT <br />ALTERNATE <br />1x CUSTOM PT BUCKTO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS <br />Q 4' FROM ENDS AND 1? O.C. REMAINDER. <br />ATTACH DOOR THRU BUCK INTO MASONRY <br />PER FLORIDA PRODUCT APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL <br />N.T.S. WGM-150 <br />Tyk <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERSSPECIFICATIONS.- <br />2X6 WOOD BUCK ANCHORED TO CMU wl <br />It? xS'VBOLTS OR5RrxIFSIMPSON <br />TTTEN HDS w17WASHERS AT24aO.Q & <br />FRAME TO BUCK TO WITHINS'OF TOP ANDBOTTOM, OR (4 <br />MASONRY ROWS OF VV x? MASONRY SCREWS @ <br />1? O.C. STAGGER ROWS fi FROM EACH <br />END <br />r � t•��� 1. � <br />1/2' x2 IN HIT! SLEEVE MOOR <br />OR EQUAL MN. I It? EMBED INTO <br />MASONRY (I) PER BRACKET <br />FRAMETOMASONRY <br />TYPIr.AI (-.ARA(-.P nr)r)P ATTD('_I4RAPKIT <br />N.T.S. <br />STUD COLUMNS PER PLAN <br />SIDS SCREW 916' O.C. — <br />STAaRED EACH SIDE OF <br />POST (RESULTING IN 8" O.C. <br />OVERALL SPACING) <br />UD COLUMNS PER PLAN <br />4-PLY: N" x 5' SDS SCREWS <br />5-PLY; Y4' x 6" SDS SCREWS <br />6-PLY: K x 8' SDS SCREWS <br />7-PLY: r x 8' SDS SCREWS <br />CS16 OR EWIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Id NAILS 9 8' O.C. <br />PLY) <br />PRIMARY METHOD <br />\cTiin pery nPTAII <br />(2) 10d NAILS 9 B" O.C. <br />(EACH PLY) <br />ALTERNATE METHOD <br />FOR (4) PLY OR MORE STUD 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 />NSULATKIN AS PER SPEC. <br />PFRNGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MFGR DWGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION WSTRIMNS <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL RENF. REQ. <br />EXTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />T-VFIN. FL <br />FNTSHED GRADE <br />�. MONOLITHIC FND, SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REIINF. REQ. <br />ATYPICAL 1 STORY WALL SECTION <br />sC010: <br />N TS <br />12 <br />1PER <br />\\\�I ELEV. <br />STRMRALSHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />NSULATION AS <br />PER SPEC. <br />PRE ENGI VEERED ROOF TRUSSES. <br />REFER TO TRUSS MFeR DWG <br />ASPTW.T ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />k REFER TO PLAN <br />110'11009110�071: fffi <br />COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM <br />PERM <br />PRECAST LINTEL <br />PER PLAN <br />OPENING WI MECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />/ ALL REINF.REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />6-VFML FL <br />�: FWSFED GRADE <br />° MONOLITHIC END,SEE <br />STRUCTURAL DETAILS FOR <br />WD1H, DEPTH & REINF. F% <br />ATYPICAL 1 STORY WALL SECTION <br />5�ae: NTS <br />CMU WALLPER PLAN <br />ATTACHAW.T. TO CMUwl (%E0. <br />SPACED S11('xS 114' CONCRETE SCREWS <br />w/ WASHER HEAD. Ir MAX FROM TOP AND <br />BOTTOM. <br />ALTERNATE: <br />ATTACH A 2x P.T. TO CMU w10)1/?A.B. w1 r <br />EMBEDMENT, SPACED AS SHOWN w/2X2 PLATE <br />Wk%M. BOLT INTERIOR WALLS TO CMU ONLY <br />WHERE FWI DETAIL IS CALLED OUT ON PLANS. <br />FLED CELL PER PLAN <br />.3 92 s <br />r <br />%4AXIMUM LOAD (PAL ) <br />A�1���� <br />.LEA <br />i'1°£�6 A <br />T't�' <br />S E � <br />�. iYP E 6 <br />� <br />�€ �E 6 E -fit � 6 <br />�. TY 1 E <br />" TY 1~�'E <br />4 TfE � <br />8 TY <br />2 � <br />� TYr B <br />L€NTELLENG H <br />OEENINS°a <br />OPENING <br />UNTEL <br />,, ,....'; <br />� .� 1k <br />3719 <br />32aD 5163 <br />66D7 <br />&054 <br />A <br />9502 <br />2' 111' <br />116. <br />2231 <br />Ngoe <br />3069 <br />3719 <br />3280 516.E <br />6607 9054 9w2 <br />2561 <br />2751 <br />32SO 3620 <br />48SO <br />5961 7034 <br />8-107 <br />' <br />2' "" <br />17 33 <br />1 <br />2.2 i <br />2. 32. 2931 <br />3756 <br />45576 5 <br />6224 <br />�a�_y <br />^y <br />^g g^� <br />W <br />1439 <br />17"16: 1 ?� <br />2560 <br />3132 3696 <br />424�3 <br />4. <br />., 4 <br />1217L349 <br />1349 <br />h "a <br />1439 <br />1716 I99S <br />2560 <br />3132 36a6 <br />4649 <br />5'' <br />r ae <br />1006 <br />x=: <br />11I� <br />1173 <br />1 1631 <br />2 Q <br />254 3 <br />347r3 <br />5' 1 r <br />4' 6' <br />816D <br />1.232 <br />2177 <br />3739 3490 <br />3031 <br />3707 4393 <br />�1 <br />6' 6'k <br />-y <br />S' 2- <br />�g <br />71 <br />\ <br />f Y <br />1% <br />igL <br />1. <br />1729 <br />2105 2632 <br />2205 <br />219 3191 <br />� 5 <br />716. <br />621. <br />570 <br />4 f <br />z <br />U60 <br />151E 1626s <br />256 <br />34 6 26.1.E <br />3302 <br />.4 <br />-roll <br />3YAr... <br />�, as <br />ZY. . l'�.�c" <br />,✓A. <br />9r �:'. <br />11 <br />N/A 1625 <br />1 2564 <br />3486 261.E <br />33132 <br />94` <br />6F. " <br />416699 <br />b✓ <br />.r. <br />535 <br />3 <br />N/A 1247 <br />2 3 <br />77 <br />272163 <br />2536 <br />1196, <br />2 <br />3 <br />s, <br />r <br />µp <br />y�al <br />567 <br />M <br />N/A 1366 <br />1846 <br />2423 3127 <br />4006 <br />11' 41 <br />10 a," <br />31.5 <br />;tea <br />a <br />525 <br />873t <br />N/A 1254 <br />16a4 <br />2193 2805 <br />3552 <br />101 <br />10 91 <br />471 <br />755 <br />N/A 1075 <br />1426 <br />1838 23.16 <br />28a3 <br />277 <br />471. <br />755 <br />/A 107.5 <br />1428 1 <br />1832316 <br />235 <br />13' 4's <br />12` s " <br />25-5 <br />77,i <br />t <br />424 <br />7106 <br />N/A 1402 <br />1326 <br />1597 2127 <br />2278 <br />ELM <br />N/A <br />N/A <br />— <br />N/A NA <br />N/A <br />NA <br />14" 63 <br />13' " <br />N/A <br />fw <br />N/A <br />N/A <br />N/A N/A <br />N/A <br />N/A NdA <br />N A <br />154 <br />14 cy° <br />N/A; <br />NSA <br />N/A <br />p� <br />N/A N'A <br />N/AN/A <br />N,/A. <br />N/A <br />17' 4 <br />16 a, <br />N/A <br />71, <br />\ <br />�} <br />N/A <br />N/A <br />N/A N/A <br />N/A <br />N/A N/A <br />N/A <br />1 <br />1 ti" <br />N A <br />-291 <br />N/A <br />N/A, <br />N/A N/A <br />N/A <br />N/A N/A <br />N/A <br />9 <br />sa 87 <br />j <br />JW <br />N/A <br />N/A' <br />N/A N,/ A <br />N/A <br />N/A N/ �A <br />N/A <br />'$ yy��ii <br />rK' V" <br />�p'^� <br />22' sx <br />R <br />g�,y °�'� <br />NIA <br />*PR*PRESTRESSED "6" ` 1/2" RE E:SS L1-LINTELS <br />Type A=Urtfillednos ebarxType6=Contin ousGrout,SteelperPlan in Bond Beam Only, Type C=E tiny sGrout,Steelper planinBond <br />am& Untel <br />DOUBLE <br />TOP PLATE <br />P.T. BOTTOM <br />PLATE <br />FRAMED BRG. WALL TO MASONRY WALL <br />Scale:2"=1'-0" WGG-040 <br />a <br />m <br />�Ihlll IIII ��II II � �II�I N II I I I <br />� <br />x <br />IIIII �p �II�I III�II I II IIII <br />� <br />�I II14�1� 1�1� <br />r• <br />� I <br />x <br />� <br />; <br />yy <br />y <br />mmm� <br />=111110 <br />Ii'i�ll. <br />B <br />� <br />Ir. <br />li <br />x <br />i <br />I 1 <br />ar <br />® <br />I IIII h <br />III <br />■ y.� .1 A � la <br />a <br />w <br />,t,t{11111�, <br />00o Fieldstone p'M!" <br />C.O.A# ARCHITECTURE: <br />AA26002802 $ <br />C.O.A.# ENGINEERING: <br />29349 <br />BENJAMIN NIESE, PE .0 <br />P.E.# 86025 seF <br />❑ IAN MCCULLOUGH, PE �/� E OF <br />P.E.#80956�COFtI <br />08/26/2021 INA�. G <br />DATE SIGNED //tt11[lilt xN <br />c <br />OG <br />O <br />iH <br />cx�, <br />>rn <br />�rN <br />Q� <br />U <br />di <br />M <br />'TS <br />o <br />b4 <br />CJ� <br />r- I <br />M <br />N <br />1� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfly____] <br />SPECIFICATION LEVEL <br />Pile <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.2.1 <br />