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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REOUIRED (MIN <br />SIZE <br />NAILING <br />PACING <br />REQUIRED <br />7" S' <br />ad <br />3 -OC <br />12, O.C' <br />EDGES <br />SHEATHING <br />PANEL EDGE "UNG <br />NOTE: PROVIDEBLOCKING <br />AT ALL SHEATHING EDGES S <br />A3W <br />STRUCTURAL <br />SINGLE NAIL EDGE SPACING <br />112S <br />DOUBLE NAIL EDGES <br />STUD SPA ING 2X4 BLOCKING <br />W CIN <br />PER P SHEATHING SPLICE - SAME <br />­— * THICKNESS AND STRENGTH AXIS <br />U <br />R PLAN ORIENTATION AS WALL SHEATHING <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />I NAIL <br />PANEL EDGEISFIELD <br />REQUIRED (MON.) <br />SUE <br />NAJLING <br />PACING <br />ISLOCIUNG <br />REOUIRED <br />ad <br />'T O-C <br />ITO.C. <br />I <br />ALLEDGES <br />I <br />SHEATHING <br />STRUCTURAL SHEATHING <br />PANEL EDGE <br />NAILING <br />FIELD NAILING, <br />TYR <br />S <br />SINGLE L <br />EDGE SPACING <br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE* <br />III CUSTOM P.T. 6"TO ft OR GREATIS111 BUCK TO <br />IxWOOD MASONRY M012ONRY <br />Ix P.T. SLICK MATCH FRAME WIDTH, BUILT-UP THICKNESS . 2 <br />ATTACHWrNAJLS04' 1/4' = 1/4*X4* MASONRY <br />ATTACH FROM ENDS AND ITO.C. SCREWS 0 4' FROM ENDS <br />m WINDOW PER REMAINDER ATTACH AND 17 O.C. REMAINDER. <br />FLORIDA WINDOW THRU BUCK INTO I 1/4'EMBEDMENT <br />PRODUCT MASONRY PER FLORIDA <br />22011VAL PRODUCT APPROVAL <br />&V1%R ELEVATION <br />14)WAWNWATTM0ff XTAL 12/17/2021 <br />NTS. W3� 140 <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH Bt OR GFIFATER B"TO MASONRY <br />IxWOOD BUILT-UP THICKNESS � 2 114" = 1/4x4' <br />2. P T . BUCK MASONRY SCREWS 0 4' FROM ENDS <br />AND IT O.0 REMAJNDER w/ 1 1/4' <br />ATTACH DOOR PER EMBEDMENT <br />FLORIDA PRODUCT <br />APPROVAL 6:' ALTERNATE: <br />Ix CLWM Fr a" TO M64SONRY <br />MATCH FRAME WIDTH. ATTACH W 'r <br />BRICK <br />�t. NAILS 6 4' FROM ENDS AND 12' O.C. <br />MOLD REMAINDER. ATTACH DOOR THRU <br />U <br />FINISH PER CK INTO MASONRY PER FLORIDA <br />ELEVATION PRODUCT APPROVAL <br />�IMM SHEAT" DUAIL 11/01/2023 GW END WTHING DUAL 11101/2023 TYWAMATTOMEWDUAIL 11101/2023 <br />N WGW-010 WGG-M WGM-150 <br />0-� TO SCALE S)No_� TO SCALE <br />COMMON WALL <br />(TYP.) 8 x 8 x I CMU <br />WEAVE BLOCK COURSE. <br />.S ;VERY <br />OTHER BLOCK UYP.) L@ EVERY <br />BLOCK TEE NTERSEC1`10N REBAR PER <br />-3 PLAN <br />14 Iffl <br />M <br />R TYPOL CMU NTOMM DUAIL 11101/2023 <br />WGM-182 <br />TO BOND BEAM <br />Ir PER PLAN <br />� 11-Ir <br />#5 REBAR, CONT <br />IN BOND BEAM <br />BOND BEAM <br />PER PLAN <br />*5 RESAA HOOKED <br />DOWEL <br />#5 REBAR VERTICAL <br />IN SOLID FILLED <br />CELLS, (SEE PLAN) <br />#5 REBAR HOOKED <br />DOWEL <br />Tx S'CLEAN OUT AT <br />ALL FILLED CELLS <br />SEE FOUNDATION PLAN <br />AND DETAILS FOR <br />FOOTING REINFORCING. <br />FBFOM RLO M1 DML 11/01/2023 <br />nw, 9 <br />\__/NOT TO SCALE WGM-190 <br />RGUGHOPENING, MITER LINTELS BY <br />LOW FIELD CUTTING <br />#5 REBAR IN VERTICAL <br />GROUT FILLED CELL <br />#5 CORNER DOWELS INSIDE INTERIOR <br />AND OUTSIDE OF VERTICAL <br />PRECAST LI #5 BAR AS SHOWN <br />FILLED NTH GROUT <br />0 <br />90 DEG. CRNR DETAIL W/ COO"" "EL 2/2812W2 <br />W�Z50 <br />EXTERIOR CMU WALL <br />GARAGE DOOR �:D <br />TRACK INSTALLED E 7�', 1. ' <br />M U S <br />AN FACTUF <br />SPECIFICATIONS. <br />- — 2X6 WOOD BUCK ANCHORED <br />TO CMU / 1 IV x V'L'BOCTS <br />OR 5/8"x fi"SIMPSON TITEN <br />HDS wi 2WASHERS AT 24' <br />O.C. & WITHIN W OF TOP AND <br />F—E TO SUCK � BOTTOM, OR (2) ROWS OF 11/4' <br />TO MASONRY TMASONRY SCREWS (9 <br />C. STAGGER ROWS S' <br />EXTERIOR CMU WALL <br />1/4'DRFVE-IN ANCHOR <br />GARAGE DOOR AND <br />TRACK INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS <br />1/2.2 /4'HILTISLEEVE <br />ANCHORI OR EOUAL MIN. 1 1/2' <br />EMBED INTO MASONRY (11 PER <br />TO] <br />IMASONRY <br />BRACKET <br />IME D" ATTAMEW <br />rW 16) 7�" <br />\_/NOT TO SCALE <br />WGM-160 <br />STRUCTURAL SHEATHING. <br />STRUCTURAL SHEATHING. REFER <br />RMR TO STRUCTURAL SHEETS <br />TO STRUCTURAL SHEETS FOR <br />FOR NAILING & OTHER REG. <br />NAILING & OTHER RED <br />INSULATION AS PER SPEC. <br />INSULAT ON AS <br />K <br />PER SPEC. <br />PRE-ENGINEERED ROOF TRUSSES. <br />PRE-ENGINEERED ROOF TRUSSES <br />REFER TO TRUSS MANUF. DWGS <br />12 PER REFER TO TRUSS MANUF. ONG <br />ASPHALT ROOF SHINGLE <br />E L EEV. ASPHALT ROOF SHINGLE <br />(OR TILE PER SPEC.) <br />(OR TILE PER SPEC.) <br />TRUSS STRAP PER <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />STRUCT. DETAILS <br />FASCIA PER COMMUNITY SPEC. <br />OMMUNrTY SPEC. <br />SOFFIT & OVERHANG <br />SOFFIT & OVERHANG PER SPEC. <br />PER SPEC. <br />BOND BEAM PER PLAN <br />BOND BEAM PER PLAN <br />PRECAST UNTEL PER PLAN <br />OPENING W PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FO <br />ALL REINF. RED. <br />SEE STRUCT. FOR <br />ALL REINF REG <br />EXTERIOR <br />INTERIOR EXTERIOR <br />SEE STRUCT. DETAILS <br />SEE STRUCT DETAILS <br />FOR VARIATIONS <br />FOR VARIAT16NS <br />,�Cr-(r FIN. FL <br />FIN. FL <br />FINISHED GRADE <br />FINI HED GRADE <br />MONOLITHIC FND_ SEE <br />MONOLITHIC FND., SEE <br />STRUCTURAL DETAJ FOR <br />STRUCTURAL DETAILS FOR <br />WIDTH. DEPTH, & REINF. RED <br />WIDTH, DEPTH & REILISF REG <br />TYPM 1 90W WAU SECU 11/01/2023 TWA 1 STMY Wa SEM 11101/2023 <br />WSZ1. <br />000 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEEgUNG-- <br />29349 <br />13 IBRAHEM ELAYIEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/29/2024 <br />DATE <br />4: <br />V <br />OF <br />40RID <br />2 E <br />2 E . 8 . <br />-8 2 t <br />Michigan <br />3400 Aut>um Rd <br />Suite 200 <br />Aubum Hills, Ml 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />0 <br />III <br />z <br />< <br />Z <br />—1 < <br />w <br />0­4 <br />>< <br />ILI <br />a <br />0 <br />0 <br />< <br />U <br />cc <br />w <br />Cc <br />6 <br />so <br />0 <br />0 <br />7 <br />L <br />DRAWN BY: � FAE <br />01 <br />�VERSION: 5.0] <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET * <br />-S4.2- <br />