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..�.�� 2X4 TOP PLATE <br />r:-wv Y <br />PRE-i'M TaUS6 <br />V2' CLG. BOARD <br />I/Y ORTWN.L --, T` r <br />SECURE BT. — <br />PLATE TO SLAB <br />WV I0d MASONRY <br />NAW. • 32. OG. <br />MAX <br />FIN. PLR <br />2x4 WOOD <br />STUDS 024' <br />O.C. <br />TIONS SUPPORTING <br />HUNG PLUI'1BINCs <br />tES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2xb, WHERE <br />ED NOT MORE <br />24' O.G. <br />(1)TYP. INT. WALL (NON—BRG. ) <br />D1 SCALE, s/4'.P-0' <br />FIBERGLASS SNINGLES— <br />WITH UNDERLAYMENT <br />AS PER PISM SM. U. <br />ROOF SHEATHING <br />THIC*668 AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IA' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />TYP. <br />O.W. <br />FIN. FLR.L_ <br />¢/8' GYP6IU'9 B! <br />OR 1/2' HIIGH <br />STRENGTH CLG. <br />BOARD <br />IS/S'OR5 <br />IR' DRYWALL <br />3/0' TOP <br />CHNANNFL (25 <br />SA) <br />V2' DRYWALL <br />3 SM. OR 5 "' METAL STUDS <br />24' O.C. 20 GA MEAL TO BE <br />INSTALLED IN UU4l L8 <br />RECEIVINS UPPEW LOWER <br />3 5/S' OR 5 <br />CMN•ETS AND tU6/SHOLLQR 25 <br />3/S' BOTTOM <br />GA METAL TO x INSTALLED <br />C 4A NEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM? <br />PAP s TO <br />WAILS WV TILE FINISH <br />WOOD FLOOR <br />UV VW WOOD <br />SCREW <br />—MN16M FLOOR <br />1—STORY TYP. INT. WALL <br />(2)METAL STUDS NON—BRG. <br />D1 SCALE, 3/W-P-a <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />--R-4.I INSULATION <br />L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />T— SPECIFICATIONS <br />r <br />I I <br />STRUCTURAL <br />Ix2 P.T. FURRMG— <br />STRIPS • 24' O.G. <br />6' CMU <br />1/2' GYP. WL BD. - <br />WOOD BASE — <br />4. <br />a.. <br />-a A q: <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER I S= 906U.1. <br />ROOF 6FEAT14MG <br />THICIQrE68 AS PER <br />SWEET 6NL <br />SECURED PER <br />FASTENER SCHEDULE <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 />ROOF SHEATHING THICKNESS IS <br />e ENGINEERED PER ASCE 1-19, IN <br />�•" "r ACCORDANCE WITH FOCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160115.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE; <br />METHOD TO ISE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.P-0' UNDERLAYMENT IN ACCR ODANCE <br />WITH FOCR 905.1.1.1 OF THE F8CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 048611 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2 GAS LINE THRU BLOCK <br />yr <br />FIBERMLAASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POCK WS.U. <br />ROOF SHEATHMG <br />THICIQ.E66 AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDU E <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL 81 EATHING <br />THIC MESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />6' Cm <br />on au w <br />9' <br />W TW= 2 COAT - <br />PORR/!D COMM <br />PLANa! AFFLlD <br />TO ASOM T MYOli f1lT <br />irm <br />pm <br />a GARAGE DOOR JAMBS <br />D1 SCALE:11/2*-1'-0' <br />i 2X4 81-F 24' Or- MAX.— <br />SECURE /(2) t2d NAILS END <br />2x BLOCKING BETWEEN TRU6SE6 <br />—PER STRUCTURAL DETAILS— <br />STIFFBACIG AT ALL UPRIGW <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SEGUI�D PER:/ <br />STRUCTURAL DETAILS J'/ <br />SEE ENERGY CODE FOIRMIS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR I/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. RURRI <br />STRIPS • 24' <br />1/2' GYP. WL. <br />WOOD BASE <br />oa <br />C .7 <br />> TOP" <br />I- RYA <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBC1R SM.U. <br />ROOF SHEATHING <br />THIC ),IM AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />WALL SHEATHING <br />T14I006-56 AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />cm <br />0'-0' FIN. PLR <br />. a. <br />e . <br />ROOF SHEATHING THICKNESS IS <br />~ ' ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FI CR 2020 <br />a' 1TH EDITION, SECTION R301.13 <br />_ - AND 160"J. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO SE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'-F-W UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR S05.1.1.1 OF THE FL CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486% TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH:407-774,6078 <br />FAX 407-7744078 <br />www.ebAesigngdoup.com <br />AA M: 0003325 <br />b <br />o <br />IP <br />BUIBDIV. aLOT: <br />BBOTT PARK <br />LOT #3 <br />BLK #9 <br />IROJWT <br />04181.006 03091 <br />MODMIs <br />4EAB <br />"1672- ARIA" <br />GARAGE 81MCG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 APH EXF,C <br />