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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZE <br />NAILING <br />SPACING <br />REQUIRED <br />7/16' <br />ad <br />3' O.C. <br />17 O.C. <br />ALL EDGES <br />SHEATHING <br />PANEL EDGE NAILING <br />NOTE: PROVIDE BLOCKING <br />AT ALL SHEATHING EDGES S <br />3/8' <br />' STRUCTURAL <br />SHEATHING <br />SINGLE NAIL EDGE SPACING <br />& 1/2S <br />H <br />DOUBLE NAIL EDGE SPACING <br />STUD SPACING 2X4 BLOCKING <br />PER PLAN SHEATHING SPLICE - SAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL 11/01n023 <br />rrO1 w <br />JNOT TO SCALE WGW-010 <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANELEDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZE <br />NAILING <br />SPACING <br />REOUIRED <br />7/1 B <br />BO <br />3' O.C. <br />12, O.C. <br />ALL EDGES <br />IS <br />S <br />38 <br />STRUCTURAL SHEATHING <br />FIELD NAILING, <br />7W <br />MNAIL <br />` <br />SPACING <br />O PANEL EDGE <br />NAILING <br />31I BOTTOM <br />CHORD <br />woe GABLE END SHEATHING DETAIL <br />11/01/2023 <br />NOT TO SCALE <br />WGG-020 <br />COMMON WALL, T.O. BOND BEAM <br />(TYP.) 8 x 8 x 16 CMU PER PLAN <br />WEAVE BLOCK COURSES EVERY <br />OTHER BLOCK (TYP.) @ EVERY HIM <br />BLOCK TEE INTERSECTION REBAR PEA <br />PLAN <br />ATYPICAL CMU 9T I C(UEV I MT DETAIL 11/01=23 <br />rr I OR <br />WGM-182 <br />01-0• <br />#5 RESAR, CONT. <br />IN BOND BEAM <br />BOND BEAM <br />PER PLAN <br />*5 RE13AR HOOKED <br />DOWEL <br />*5 REBAR VERTICAL <br />IN SOLID FILLED <br />CELLS. (SEE PLAN) <br />#5 REBAR HOOKED <br />DOWEL <br />3' x 5' CLEAN OUT AT <br />ALL FILLED CELLS <br />SEE FOUNDATION PLAN <br />AND DETAILS FOR <br />FOOTING REINFORCING. <br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: <br />1x CUSTOM P.T. BUCK TO ffi OR GREATER BLOCK TO <br />Ix WOOD MABONIY MASONRY <br />1 x P.T. BUGC MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 <br />ATTACH w/ T NAILS @ 4' ,4.. <br />1 /4'x/' MASONRY <br />ATTACH FROM ENDS AND 17 O.C. SCREWS (q 4• FROM ODDS <br />WINDOW PER REMAINDER. ATTACH AND 12' O.C. REMAINDER. <br />FLORIDA WINDOW THRU BUCK INTO W/ 1 1/4' EMBEDMENT <br />- PRODUCT MASONRY PER FLORIDA <br />IgEgL NTL PRODUCT APPROVAL <br />FINISH PER ELEVATION <br />� _ XTYPMMNMATTAWMWDETAIL 12n7/2021 <br />rr 14 <br />N T.S. WGM440 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH atOR GREAMBLRM• TO MASONRY <br />Ix WOOD BUILT-UP THICKNESS < 21M = 1ANC <br />2x P.T. BUCK MASONRY SCREWS @ 4' FROM ENDS <br />AND 17 O.C. REMAINDER w/ / 1A• <br />ATTACH DOOR PER EMBEDMENT <br />FLORIDA PRODUCT <br />APPROVAL ••. �• ALTERNATE: <br />a O Ix g16IM OP <br />T BUCK TO MASONRY <br />MATCH FRAME WIDTH. ATTACH w/ T <br />BRICK NAILS @ 4' FROM ENDS AND 17 O.C. <br />MOLD REMAINDER. ATTACH DOOR THRU <br />FINISH PER BUCK INTO MASONRY PER FLORIDA <br />MELEVATION PRODUCT APPROVAL <br />TYPICAL DOOR ATTACHMENT DETAIL 11/01/2023 <br />WGM-150 <br />ROUGH OPENING MITER LINTELS BY <br />' BELOW FIELD CUTTING <br />#5 REBAR IN VERTICAL <br />GROUT FILLED CELL <br />05 CORNER DOWELS INSIDE <br />i AND OUTSIDE OF VERTICAL <br />PRECAST LINTELS ^� #5 BAR AS SHOWN INTERIOR <br />FILLED WITH GROUT <br />nwl9CAL REMIFORCED FILLED CELL DETAIL 11/01/2023 25 90 DEG. CM DETAIL w/ COLUMN B& 2/28/2022 <br />rr to w ,.._ ` .i% w. ,.., <br />NOT TO SCALE WGM-190 \J WGM-250 <br />EXTERIOR CMU WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. .�- <br />2X6 WOOD BUCK ANCHORED <br />TO CMU w/ 1/2' x 6' 12 BOLTS <br />OR 5/8' x 6' SIMPSON TITEN <br />HOS w/ 7 WASHERS AT 24' <br />O.C. & WITHIN 6.OF TOP AND <br />FRAME TO BUCK BOTTOM, OR (2) ROWS OF 1/4' <br />TO MASONRY x 3' MASONRY SCREWS @ 17 <br />O.C. STAGGER ROWS 6' <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REO. <br />INSULATION AS PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES <br />REFER TO TRUSS MANUR DWGS <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC. <br />SOFFIT & OVERHANG <br />PER SPEC. <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REQ. <br />EXTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />0'-0' FIN. FL. <br />• FINISHED GRADE <br />MONOLITHIC FND.. SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH, & REINF. REG. <br />STRUCTURAL SHEATHING. REFER <br />TO STRUCTURAL SHEETS FOR <br />NAILING & OTHER RED. <br />INSULATION AS <br />PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />REFER TO TRUSS MANUR DWG <br />ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />FASCIA PER <br />COMMUNITY SPEC. <br />SOFFIT & OVERHANG PER SPEC. <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR <br />ALL REINF. REG. <br />INTERIOR V EXTERIOR <br />SEE STRUCT. DETAILS <br />FOR VARIATIONS <br />h0'-0' FIN. FL. <br />FINISHED GRADE <br />MONOLITHiC FND., SEE <br />STRUCTURAL DETAILS FOR <br />WIDTH, DEPTH & REINF. REG. <br />3�1 TYPMI VIVf11 MT WaSEC 11/0112023 TIFRM1L1 x71Vnl rt/YI9c" 11/012023 <br />WSM-010 WSM-020 <br />EXTERIOR CMU WALL <br />1/4' DRIVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK. INSTALLED PERVANCHORI(� <br />MANUFACTURERSSPECIFICATIONS. <br />1/ILTI SLEEVE <br />EOUAL MIN,1 1/2' <br />INTO MASONRY III PER <br />FRAME TO <br />IMASONRY <br />BRACKET <br />a6 <br />TYPICAL GARAGE DOOR ATTACHMEM <br />11/o1no23 <br />NOT TO SCALE <br />WGM-160 <br />TOO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/17/2024 <br />DATE <br />````111111111///�/ <br />♦ �G . 1—��1l1�110 <br />z No. <br />%_ E OF L40 <br />RLOR1D0' •' ��� <br />11111 <br />Michigan <br />3400 Aubum Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.Neldsioneae.corn <br />M <br />O <br />Z <br />ra1� <br />v <br />v <br />K <br />r. <br />Q <br />a Q <br />1 4 <br />L}i <br />t7 <br />M <br />YAM I <br />LLI <br />} <br />U <br />w <br />0 oC <br />Q <br />} <br />C <br />a <br />w <br />M N <br />O <br />L� <br />l� <br />r <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET # <br />S4.2 <br />7 <br />J <br />