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INT. FINISH <br />1XWOOD <br />1x P.T. BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEVATION <br />WOODBUCKATTACHMENT: <br />Ix CUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl TNAILSS @ <br />4'FROM ENDS AND I?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' =1 /49 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12'OC. <br />REMAINDER. w/ 1 IN EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />scale: <br />N.T.S. <br />INT. FINISH <br />1xWOOD <br />2(P.T. BUCK <br />ATTACH DOOR PER <br />FLORIDA PRODUCT <br />APPROVAL <br />BRICK MOLD <br />FIN& PER ELEVATION <br />WGM-140 <br />WOOD BUCKATTACHMENT: <br />NOR GREATER BUCKTO MASONRY <br />BULT-UP THICKNESS < 21W=1)4'Ox4' <br />TAPCONS @ 0 FROM ENDS AND 12' Q.C. <br />REMAINDER wl 11/4' EMBEDMENT <br />ALTERNATE <br />1x CUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH w/T NAILS <br />@ 0 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 />Scale:N N. T. S. WGM -150 <br />EXTERIOR CONCWALL <br />GARAGE DOOR AND TRACK, INSTALLED PER MANUFACTURERS SPECIFICATIONS. <br />2X6 WOOD BUCK ANCHORED TO CMU wl <br />10x61VBOLTS ORTilB'x 6'SIMPSON <br />TTTEN HDSw/?WASHERS AT2VOP, & <br />FRAME TO BUCK TO WITHIN TOF TOP AND BOTTOM, OR <br />MASONRY ROWS OF 11C x ? MASONRY SCREWS @ <br />12' O.C. STAGGER ROWS 6'FROM EACH <br />END <br />10 x 2114' HLT1 SLEEVE ANCHOR <br />OR EQUAL MIN. 111r EMBED INTO <br />MASONRY p) PER BRACKET <br />FRAMETO MASONRY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />N.T.S. <br />STUD COLUMNS PER PLAN <br />SDS SCREW 016' O.C. — <br />STAflGERED EACH SIDE OF <br />POST (RESULTING IN 8. O.C. <br />ND COLUMNS PER PLAN OVERALL SPACING) <br />4—PLY: Y4" x 5° SDS SCREWS <br />5—PLY: r x 6• SDS SCREWS <br />6—PLY: Y4 x 8• SOS SCREWS <br />7—PLY: r x 8' SDS SCREWS <br />C516 OR EWIV, (TOP, <br />MIDDLE AND BOTTOM) <br />Td NAILS 9 8. O.C. <br />I PLY) <br />PRIMARY METHOD <br />\ QT1 In D A f%V nCT A I1 <br />(2) 10d NAILS 0 r O.C. <br />(EACH PLY) <br />ALTERNATE METHOD <br />FOR (4) PLY OR MORE SIUD COLUMNS <br />WGM -1 60 <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & QT}ER REO° <br />LNSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />12 REFER TO TRW MFGR. DAM <br />PER <br />ELEV. 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 INISTRUC IONS <br />BOND BEAM PER PLAN <br />SEE STRUCL FOR <br />ALL REINF. RED. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />H <br />FORVARIATIONS <br />0-0' FIN. FL <br />A ARK, <br />Rim GRADE <br />as . <br />a. <br />MONOLITHIC FND, SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. RFD. <br />TYPICAL 1 <br />STORY WALL SECTION <br />Scale: <br />NTS <br />12 <br />PER <br />aEl. <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 />REFER TO PLAN <br />FASCA PER <br />COMMUNITY SPEC. <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM <br />PER PLAN <br />PEW LNTE, <br />PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STAUCT. FOR <br />ALL REINF. RED. <br />INTERIOR <br />SEE STRl1GT. DETAILS <br />FOR VARIATIONS <br />U-0'FLN. FL <br />FINISHED GRADE <br />MONOLITHIC FND,SEE <br />d STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />,TYPICAL 1 STORY WALL SECTION <br />Scale: <br />NTS <br />CMU WALL PER PLAN <br />ATTACH AW.T. TO CMU w/ (6) EQ. <br />SPACED 311 r x 3114' CONCRETE SCRLBIVS <br />w/ WASHER HEAD. Ir MAX FROM TOP AND <br />BOTTOM. <br />ALTERNATE: <br />ATTACHA2xP.T.TOCMU w/ 0)11TA.B.w/r <br />EMBEDMENT, SPACED AS SHOWN w/ 2X2 PLATE <br />WASHERS. BOLT INTERIDRWALLS TOCMU ONLY <br />WHERE FM DETAIL IS CALLED OUT ON PLANS. <br />FILLED CELL PER PLAN <br />PRECAST LINTEL GRAVITY LOAD TABLE V42.1 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED <br />QUALITY PRECAST <br />MAXIMUM LOAD (Ptf� <br />�. won <br />f �IIIII�IIIIIIII�IR� ' 1 1111111111!��III ..Y t. <br />*PRESTRESSED rW/20 RECESS U-UNTELS <br />x •� <br />• <br />• <br />d <br />r <br />a <br />r <br />Steeld Beam; Only, Type C Confindus GroutSteef per plan in Sond <br />DOUBLE <br />TOP PLATE <br />P.T. BOTTOM <br />PLATE <br />FRAMED BRG. WALL TO MASONRY WALL <br />scale: <br />1 /2"=V-0" <br />WGG-040 <br />GRAVITYREMAIN <br />LATERAL <br />E• <br />REMAIN <br />� <br />�1°* , <br />li III■ � � I U <br />M <br />AIR= <br />AIR <br />I <br />AIR <br />° <br />• <br />d <br />�!I� • II I YI /I 1 <br />Il�4J�'I ril�lit, I ��'w <br />• <br />u� u. �'.4T'I <br />REMAIN <br />0101 <br />_.. <br />a <br />_� <br />1 <br />I III#II�IAI�IpI <br />.. <br />`%�%11111! <br />00o Fieldstone `;��"' <br />i� <br />C.O.A# ARCHITECTURE: <br />AA26002802 O. $602 <br />C.O.A.# ENGINEERING: <br />29349 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE TATE OF <br />P.E.# 80956 ��� FLO <br />08/23/2021 ��i��41YAL <br />DATE SIGNED <br />O <br />M <br />cn <br />-1 <br />41 <br />00 <br />Cn <br />O <br />O <br />cV <br />r1 <br />M <br />c� <br />O <br />� <br />w <br />bob <br />N <br />� <br />P <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />REW DATE SCRPTIDN <br />-2L ---- <br />PROJECT TYPE <br />Sin le Famfl <br />SPECIFICATION LEVEL <br />Nte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />54.2.1 <br />