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2X4 TOP PLATE <br />3 9 <br />11/2' DRYWALL 3/6, TOP TOP <br />PLAN ly CHANJEL (25 <br />BEAD <br />PRE-FAB TRIES GA) came <br />VI' YWC.K 2 COAT <br />cmem <br />in. GLG. BOARD PORMA �� OTMICILW AM <br />1/2' DRYWALL DNIIC%Y TO <br />3 5/8' OR 5 3/8' METAL STUDS { 76TT-r'Z TO PILL <br />NOTE: STUDS IN 24' OG. 20 GA METAL TO BE CELL AS FM <br />PARTITIONS SUPPORTING INSTALLED M WALLS naoouoT <br />V2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPEw LOWER 3 5/8' OR 5 crucro euL SEALANT" <br />EEALA T + � <br />FIXTURES AND WALL CBI T6� BE Ep 3)V BOTTOM SACKER <br />CABINETS SHALL BE NOT MALL OTHER WALLA. STUDS CHANNEL r25 LK "THEIR STIor <br />r10"M ALL <br />7O BE SPACED Ib' OJ:. AT 2ND �'J SECURED i f rx eus�t PIw AuY LM <br />LESS THAN 2x4, WHERE TO CONC Domnw ., <br />FLOOR WALLS ADJACENT TO Qy caty, ateEL <br />SECURE BT SPACED NOT MORE STAIR WELLS AND BATHROOM pArFLOa o 3/4' <br />aTUDS * a' THAN I6' O.G. OR, NOT WOOD FLOOR .oao a eE UK=0 JAMB PLATE TO SLAB WALLS W/ TILE FINISH�� <br />W/ 19d MASONRY OG LESS THAN 2x6, WHERE Wv va WOOD rrna byo �DoaR <br />NAIL 32' OG ce�Lv Tom. <br />SPACED NOT MORE WOOD BASEBOARD SCREW A twAcx CE <br />TRACK DIRACCM <br />MAX THAN 24' O C. i, IRODn <br />--CONC. SLAB _ . <br />FIN. FLR <br />(a:)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9MJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER T -p <br />ELEVATIONS TYR <br />o H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />&-0' FIN. FLRL <br />9/8' GYF'SlM 5OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />--R-4.1 INSULATION — <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />8' CMU <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />n W/ WINDOW OPENING <br />H <br />—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS (NON-BRG.) <br />D 1 SCALE: 3/4'.1'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER 601-EDULE <br />STRUCTURAL <br />RE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLA. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160S_ .l <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(4-"\1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•r-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION 1$ E4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486% TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLACK <br />Aana, vrae <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W9,11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON 6 4EET ON] <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COATJ-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FM. FLR <br />8' CMU <br />1. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-V-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24. O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 9VS.U. <br />• EA END ROOF SHEATHING <br />THICKNESS AS PER <br />Tx BLOCKING BETWEEN TRUSSES SHEET SNI. <br />PER 6TRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />bTIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PRE -ENS WD, TRUSS arc 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNL SECURE PER <br />PER ELEVATION Ir FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNi. <br />HIGH STRENGTH CLG. BOARD tPRE-ENC, GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OL. <br />1/2, GYP. ILL. BD. <br />l— WOOD BASE <br />IL _ — 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TN EDITION, SECTION R301.13 <br />AND WOSB.1. <br />H W/ WINDOW OPENING ,,� TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FIECR 805.1.1.1 OF THE FBCR <br />2020 1TH EDITION 15 *4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE 1V UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.com <br />AA #: OD03325 J <br />R <br />ro <br />� <br />m <br />0 <br />IS <br />Iti <br />BuDDrv. a LOT <br />ABBOTT PARK <br />LOT #30 <br />BLK #11 <br />PROJECT# <br />04181.000-30112 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EA C <br />