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F <br />0 <br />0 <br />CV <br />O <br />N <br />u� <br />w <br />r_ <br />as <br />INT. FINISH <br />1xWOOD <br />1 x P.T. BUCK <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEVATION <br />WOOD BUCK ATTACHMENT: <br />Ix CUSTOM P.T. BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH wl T NAILS @ <br />4' FROM ENDS AND 12' 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' =11410 x 4' <br />TAPCONS @ 4' FROM ENDS AND 12' O.C. <br />REMAINDER. wl 111? EMBEDMENT <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />scale N . T. S. <br />INT. FINISH <br />ixWOOD <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 />BULT-UP THICKNESS < 2114' =11418 x 4' <br />TAPCONS @ 4' FROM ENDS AND 120O.C. <br />REMAINDER wl 11/4' EMBEDMENT <br />ALTERNATE: <br />1xCUSTOM PT BUCK TO MASONRY <br />MATCH FRAME WIDTH, ATTACH w1 T NAILS <br />@ 4' FROM ENDS AND I? 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. <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS SPECIFICATIONS. <br />EXTERIOR CONIGNALL <br />1l4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND TRACK, INSTALLED <br />PER MANUFACTURERS <br />SPECIFICATIONS. <br />N.T.S. <br />WGM-150 <br />2X6 WOOD BUCK ANCHORED TO CMU wl <br />112'x 6'1_'BOLTS OR 5/8'x6'SIMPSON <br />TTTEN HDS wl ?WASHERS AT 24' O.C. & <br />FRAME TO BUCK TO WITHIN 6'OF TOP AND BOTTOM, OR (2) <br />ROWS OF 114x 3' MASONRY SCREWS @ <br />MASONRY 12' O.C. STAGGER ROWS T FROM EACH <br />END <br />FRAME TO MASONRY <br />STUD COLUMNS PER PLAN <br />r SDS SCREW 016' D.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />OVERALL SPACING) <br />UD COLUMNS PER PLAN <br />4—PLY: r x 5' SIDS SCREWS <br />5—PLY: N x 6' SIDS SCREWS <br />6—PLY: r x 8' SIDS SCREWS <br />7—PLY: N x 8' SOS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />M NAILS 0 8' O.C. <br />I PLY) <br />(2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />112'x 2 114'HILTI SLEEVE ANCHOR <br />OR EQUAL MIN. 1112' EMBED INTO <br />MASONRY (1) PER BRACKET <br />PRIMARY METHOD ALTERNATE METHOD <br />STUD PACK DETAIL <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 />INSULATION AS PER SPEC. <br />PRE-ENGINEERED 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 />k 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 />OIL <. <br />0'-VFIN. FL <br />da <br />FINISHED GRADE <br />4a n <br />4-.- <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. REQ. <br />TYPICAL 1 STORY WALL SECTION <br />Scale: N TS <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 />FASCIA PEA <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 REINF. REQ. <br />EXTERIOR <br />INTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />OL 0'-0' FIN. FL <br />FINISHED GRADE <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REQ. <br />�♦ TYPICAL 1 STORY WALL SECTION <br />Scale: <br />N TS <br />CMU WALL PER PLAN <br />ATTACH A 2xP.T. TO CMU w1(6) EQ. <br />SPACED 3h6'x31/43CONCRETE SCREWS <br />w1 WASHER HEAD. 6' MAX FROM TOP AND <br />BOTTOM. <br />ALTERNATE: <br />ATTACH A 2x P.T. TO CMU wl (3)10AB. w16' <br />EMBEDMENT, SPACED AS SHOWN w12X2 PLATE <br />WASHERS. BOLT INTERIOR WALLS TO CMU ONLY <br />WHERE FM DETAIL IS CALLED OUT ON PLANS. <br />FILLED CELL PER PLAN <br />DOUBLE <br />TOP PLATE <br />P.T. BOTTOM <br />PLATE <br />FRAMED BRG. WALL TO MASONRY WALL <br />xrne: <br />1 /2"=1'-0" <br />WGG-040 <br />A , 8 <br />®�® <br />n A 1119 jinn <br />x <br />x <br />, <br />III 4 I�I�IYII � <br />I® <br />I� .J le III III I II <br />w <br />I <br />mommyffirri- <br />m <br />t <br />0 <br />.r <br />x <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />F.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />07/08/2021 <br />DATE�����ll[llt�� <br />STATE ��f 1 <br />0 <br />s+��,'• <br />,frfrit/01VAt <br />II1IIII1%\ <br />Z:5 <br />a_ <br />N <br />C) <br />N <br />t� <br />cr- <br />c? <br />IZ <br />0 <br />v <br />0 <br />0 <br />O <br />0 <br />cu <br />00 <br />'+5 <br />O <br />� <br />O <br />I-� <br />0N <br />1 <br />?� <br />d <br />U� <br />� <br />bA <br />CL4 <br />En <br />N <br />c� <br />IRPulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxxx <br />PROJECT TYPE <br />Sinzle Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.2.1 <br />