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..�.8�.� 2X4 TOP PLATE <br />R� T <br />PRE-FAB T18.168 <br />I*' CL.G. BOARD <br />V2' DRYWALL — -_ rPl- <br />SECURE ST. -•— <br />PLATE TO SLAB <br />W/ Sd MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS *24' <br />OL. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />&TB SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />(T)TYP. INT. WALL (NON—BRG.) <br />D� SCALE' 9/4'.P-1V <br />AS PER PBCR 80511. <br />ROOF BFEATHMCs <br />114I00,E88 AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TR 188 <br />MTL. DRIP EDGE <br />2x FASCIA PER 1-® <br />TYP. <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />I <br />i I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED , <br />DIRECTLY TO MASONRY <br />0'-0' FIN. MmR <br />A. <br />.'a <br />. q: <br />9 e/S'ORe <br />V2' DRYGWLL <br />"I TOP <br />CHANNEL r211 <br />GAJ <br />eowaeesrAo <br />N'Mm 7 C"? <br />a- cm an <br />FCRILA v Cra•� <br />/11UCnac FM <br />1/2' DRYWALL <br />vommy TO <br />ilUaraer <br />FAt: <br />8 e/S' OR a S/S' METAL STUDS <br />AT D TO 1YL <br />24' O= 20 GA METAL TO DE <br />p" <br />INSTALLED IN WELLS <br />APPMWC w>� <br />RECEIVING UPPER/ LOWER <br />! ero' o!e a <br />5 a, ,OR9BOTTOM <br />Ao Sat. <br />atALANr <br />CASKETS AND TUB/BHOWER 25 <br />3/8, <br />4axas woo <br />GAL METAL TO BE INSTALLED <br />l <br />CHAGA) <br />sue' <br />M ALL OTHER WALLS. BTIJDB <br />SECURED <br />w <br />MO"NS ALL <br />TO BE SPACED b' OL. AT AND <br />TO CONC <br />t rre su�va tntr au w <br />Wr <br />p�� <br />FLOOR WALLS ADJACENT TO <br />FLOOR Wl SO' <br />c <br />MACK BAR C14M <br />A <br />STAIR WELLS AND BATHROOMFINIS44 <br />PAP a TO <br />N' �'� a <br />FAlti� TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />tsoao we <br />wow Gaels FUR <br />W/ V4' WOOD <br />Fwop T oaLV. areas <br />ArpWvAL wtn <br />MA 7R4= <br />orION41LAD Poow <br />sr QTmm <br />WOOD BASEBOARD <br />SCREW <br />wr <br />T oars wocM <br />... <br />ACMK <br />aV ritapu T <br />AFrwOVAL waa <br />FINISH FLOOR <br />.. . <br />1—STORY TYP. <br />INT. WALL <br />2B GAS LINE THRU BLACK <br />s GARAGE DOOR <br />JAMBS <br />D1 SCALE.11/2'•1'-0' <br />1A METAL STUDS <br />NON—BRG. <br />D1 SCALE, 31W.P-0' <br />B <br />FIBERGLASS SHINGLES <br />2X4 SPF 24'Or- MAX <br />WITTH UN E�Yh <br />WITH UNDERLAYMENT <br />SECURE W/ (2)12d NAILS <br />AS PER FBCR 908AL <br />FIBERGLASS SHINGLES <br />AS PFB ER GR 90b1L <br />• EA END <br />ROM <br />OF SHE <br />TRIC 04M AS PER <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />THICKNESS AS MR <br />2x BLOCKING BETWEEN TRUSSES <br />SHEET SNL <br />AS PER FBCR 90b i.I. <br />SHEETER ON]. SECURED P <br />--PER STRUCTURAL DETAILS <br />SECURED PER <br />ROOF BREATHING <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />THICKNESS AS PER <br />SHEET <br />SECURED PIER <br />BTIFFBACK AT ALL UPRIGHT& <br />/8' GYPSUM BO <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />STRENGTHCLG. <br />2x FASCIA PER <br />MN �—PRE-EKG WD. TRUSS <br />9 2x FASCIA PER <br />BOARD <br />B <br />ELEVATIONS <br />o. <br />ELEVATIONS <br />U, PER El <br />REFERENCE <br />STRUCTURAL <br />VENTED SOFFIT <br />PER ELEVATION <br />VENTED SOFFIT <br />.BEE ENERGY GORE FORKS fi <br />WALL BREATHING <br />CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES <br />PRE_ENG TRUSS <br />THICIWESS AS PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />REFERENCE STRUCTURAL <br />SHEET 8NL SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />THICKNESS, AS PER <br />PER ELEVATION <br />MTL DRIP EDGE <br />FASTENER SCHEDULE <br />INSULATION R-VALUES <br />PER ELEVATION <br />SHEET 8NL SECURE PER <br />2x FASCIA PER <br />ON SWEET SNI <br />FASTENER SCHEDULE <br />ELEVATIONS <br />GABLE TRU66 <br />5/8, GYPSUM BOARD OR 1/2'ON <br />SWEET 8NL <br />R-4.1 INSULATION <br />VENTED 80FFIT <br />DEEP SCREED <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG. GALE TRUSS <br />WINDOW ATTACHMENT <br />WINDOW <br />WEEP SCREED <br />AS PER MANUFACTURES <br />2x P.T. SECURED PER <br />SPECIFICATIONS <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTAC 4 ENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />HENCE <br />STRUCTURAL <br />STRIPS 24' OG <br />1/2' THICK, 2 COAT PORTLAND <br />' bt2 P.T. FLMQRING <br />8• cm <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' OTC. <br />1/2' GYP. WL. BD. <br />DIRECTLY TO MASONRY <br />PORTLAND CEMENT <br />, CM <br />WOOD BABE <br />APPLIED <br />PLADIRECTLY TO MABONW <br />WOOD E+ABED <br />n W/ WINDOW OPENING <br />n <br />0'-0' FIN. FLR <br />"• ROOF SHEATHING THICKNESS IS <br />n EW fNEERED PER ASCE 1-16 IN <br />•�` " ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND I6095.1. <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 />\JD1 eeALE' s/4'"r-0 UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 048611 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />M fLR _ J0 0'-0' fM FLR <br />90 <br />ROOF SHEATHING THICKNESS IS <br />~ ' ENGINEERED PER ASCE 1-16 IN <br />,a- •, ..' .• ACCORDANCE WITH FBGR 2020 <br />a' 1TH EDITION, SECTION R301.13 <br />AND 160".1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: e/4'.r-0' LNOERLAYMENT IN ACCORDANCE <br />WITH FBGR 9MJJ.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONG OD, FL 327W <br />PH:407-7744078 <br />FAX:407-7744078 <br />www.abdesigngroup.com <br />L AA M. 0003326 J <br />a <br />BXYmrv. as LOT: <br />ABBOTT PARK <br />LOT ##19 <br />BLK ##7 <br />0 80-19071 <br />1LODEL <br />4EBB <br />"1828—CALI" <br />GARAGE STMfG: <br />RIGHT <br />PAGE: <br />DETAILS <br />( SHINGLE) <br />16 H ER. C <br />DATM 5/08/21 19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />