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2X4 TOP PLATE <br />®® 3 TOR D <br />IR' DRYWALL S/D' TOP <br />CINANNFL (25 <br />PRE-FAS TRUSS G.4) <br />144E N. RONALD REAGAN BLVD. <br />��CLCs. BOARD cO•loe el/A LONGWOOD, FL 32750 <br />s Oro' oR 5 9ro' METAL STUpB DRYWALL rW2- n74K to COAT #• cru eu PH: 407.774-6078 <br />NOTE: STUDS IN 24. OL. 20 GA METAL TO B! K y� �® eT I CTIML role FAX: 407.774 4078 <br />PARTITIONS SUPPORTING STALLED IN WALLS R• www.abdesigngroup.com <br />N' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER D Dro' OR D r�neoNei �'� TO PILL <br />AA #: 0003325 <br />CABINETS AND TUMAN40U R 25 5' DIA. SLEEVE, oaL AS Fee <br />FIXTURES AND WALL GA. METAL TO BE INSTALLED s/D' °� CHANNEL D DO NOT GUT �T <br />CABINETS SHALL BE NOT IN ALL OTHER WALLS STUDS A T SECURED REBAR »o <br />LESS THAN 2x4, WHERE TO BE SPACED AT 2ND <br />FLOOR WALLS ADJACENT TO FLOOR UU 9/4' PIPE WAnee snug <br />SECURE BT 2X4 111000 SPACED NOT MORE STAIR WELLS AND BATHROOM PAP N TO w r1oLL.0►n ALL <br />PLATE r0 SLAB STUDS •24• THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH UOOD FLOOR BOND BEAM O NOT GUT { FNC e1 uH ro e au Lt• � t~.) <br />V Wd MASONRY o� LESS THAN 2x6, WHERE IW V4' WOOD SOLID GROUT THE BOND <br />NAIL • 52' oa ou aeLv. anal <br />" SPACED NOT MORE W1000 BASEBOARD S� W/ CI)- s5 _ BEAM ; `� Fasieeo rro» <br />THAN 24. O.G. (2) COURSE _ _ REBARS WOW JAM FIRM aALv. eteeL 0VW%*A0 DO! <br />wrt <br />�� MFR7YAI. R7G tleeac ' r BY aneRs <br />FIN. FLRjr <br />FINISH FLOOR APPROVAL RRQ <br />1—STORY TYP. INT. WALL <br />1 TYP. INT. WALL NON—BRG. 1A METAL STUDS NON—BRG. 2A PIPE THROUGH BOND BEAM 26 GAS LINE THRU BIACK a GARAGE DOOR JAMBS <br />D1 SCALE. 3/4'-1'-0• D1 SCALE, 3/4'.I'-C' D1 SCALE: 3/4'•1'-0' D 'QAL' a"'• — D1 SCALE: 1 1/2'•1'-O' <br />b <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. MAX <br />WITH UNDERLAYMENT <br />WITH IRLAYMENT <br />SECURE W/ (2) 12d NAILS <br />AS PER FBGR wb.1.1. <br />�\ U) <br />FIBERGLASS SHMI-ES <br />AS PER FBCR 906.I.L <br />ROOF SHEATHING <br />• EA END <br />ROOF SHEATHING <br />THICKNESS AS PER <br />W <br />FIBERGLASS SHINGLES <br />WITH UNDERL.AYMENT <br />AS PER PBCR B0S.1.1. <br />THICKNESS AS PER <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />SHEET SNL <br />SECURED PER <br />Q <br />WITH UNDERLANGLES <br />FBCR <br />ROOF SHEATHING <br />ROOF <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />FASTENER DULE <br />AS PER 906.LI. <br />ROOF BHEATHMCs <br />NE88 AS PER <br />SHEET <br />STIFFBACK AT ALL UPRIGHTS <br />I <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />/a, GYPSUM ISO <br />SECUREDD PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />SCHEDULE <br />OR 1/2' HIGH <br />STRENGTH CL G. <br />2x FASCIA PER <br />V 9• <br />MAX PRE-ENG LLD. TRJBB Ax <br />2x FASCIA PER <br />BOARD <br />ELEVATIONS <br />o. <br />ELEVATIONS <br />11 <br />If <br />STRUCTURAL <br />VENTED SOFFIT <br />PER ELEVATION <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMSFOI <br />WALL SHEATHING <br />CONT. 2x RAT RUN SECURED PER <br />1°r�- ' TRUSS <br />INSULATION R-VALUES <br />PRE- ' TRUSS <br />THICKNESS AS PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />BUBDIV. NTa X1074 <br />MTL. DRIP EDGE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />SHEET SNI. SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />NSUL ATION R-VALI$S <br />THICKNESS AS PER <br />ABBOTT PARK <br />2x FASCIA PER TYR <br />PER ELEVATION <br />2x FASCIA PER <br />FASTENER SCHEDULE <br />ON SWEET SNI <br />PER ELEVATION <br />BHEEr 9NL SECURE PER <br />FASTENER SCHEDULE <br />LOT #26 <br />ELEVATIONS p.H, <br />ELEVATIONS <br />PRE-ENG GABLE TRUSS <br />W/B• GYPSUM BOARD OR I/2' <br />ON T SNL <br />BLK. #12 <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />HIGH STRENGTH cLG BOARD <br />PRE-ENG. GABLE TRUSS <br />.hµ <br />0416E OTV-26121 <br />WINDOW ATTACHMENT <br />WEEP SCREEDAS <br />PER <br />STRUCTURAL DEDTA <br />SPECIFICATIONSMANLF <br />2x P.T. SECURED PER <br />1[ODEIe <br />f <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />3EEB <br />REFERENCE <br />I I <br />WINDOW ATTACHMENT AS PER <br />.. „ <br />2260—ELSTON <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />RENGE <br />GARAGE ®THING: <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/THICK, 2 GOAT ND <br />bt2 P.T. FURRING - <br />RIGHT <br />g• GMU <br />CEZ APPLIED PLASTER APPLIED <br />STRIPE • 24' O.G. <br />PAGE: <br />1/2' THICK, 2 GOAT PORTLAND <br />IR' GYP. WL- BD. <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 COAT <br />V2' GYP. W.. BD. <br />CMU <br />CEMENT PLASTER APPLIED <br />PORTL4PI0 GEMENr <br />WOOD BABE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />AMASONRY <br />DIRECTLY Two <br />DETAILS <br />0'-O' FIN. FLR� <br />i. 0'-0' FIN. FLR <br />0'-0' FIN. FLR.,I <br />0'-0' FIN. FLR <br />,, <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />160 H C <br />.. <br />•. <br />NG EINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE I -lib IN <br />4%' :.` ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />L <br />a <br />a <br />NTH EDITION, SECTION R301.13 <br />�.a' <br />a' <br />1TH EDITION, SECTION R301.13 <br />AND IroOSB.1. <br />AND 16095.1. <br />ti W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING TYP. WALL SECTION <br />�r <br />B <br />NO OPENING <br />B <br />NO OPENING <br />NOTE <br />NOTE <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL <br />INSTALLATION OF ROOF <br />5 1—STORY GABLE BLOCK WALL <br />INSTALLATION OF ROOF <br />D1 SCALE 3k/4'•I'-& <br />UNDERLAYMENT IN ACCORDANCE <br />D1 SCALE, 3/4'"1'-0' <br />UNDERLAYMENT IN ACCORDANCE <br />A, <br />WITH FBCR S015.1.1.1 OF THE FBCR <br />WITH FBCR 908.1.1.E OF THE FBCR <br />AR <br />2020 'ITH EDITION IS 04 WHICH USES <br />2020 iTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04569 TYPE III <br />TYPE II OR ASTM 0486E TYPE III <br />g 14 21 <br />D / / <br />OR TYPE IV UNDERLAYMENT. <br />OR tYPE IV UNDERLAYMENT. <br />8C : 1/4"=l'-0" <br />81KEET <br />D1 <br />