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2X4 TOP PLATE <br />ESFt <br />-T- <br />PLAN <br />OARD PRE-FAB TRUSS <br />1/2' CLG. B <br />1/2' DRYWALL THY <br />SECURE BT. - <br />PLATE TO SLA15 <br />W/ 10d MASONRY <br />NAIL • 32' OrO. <br />MAX <br />FIN FLR <br />2X4 WOOD <br />STUDS 024' <br />Or_ <br />BLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />MTYP. INT. WALL NON-BRG. <br />�1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905J.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS/ - <br />MTL. DRIP EDGE J/, <br />2x FASCIA PER1-0 <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />I I <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />)5/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8' OR 5 <br />1/2' DRYW <br />ALL3/8' TOP <br />CHANNEL (25 <br />GAJ <br />IR' DRYWALL <br />3 5/8' OR 5 3/8' MESTUDS <br />24' O.C. 20 GA ME5' DIA. SLEEVE, <br />INSTALLED DO NOT CUT <br />RECEIVING UPPER/ LOWER 3 5/8' OR S REBAR <br />3/8 <br />CABINETS AND TUB/BHOWER 25 ' BOTTOM <br />GA, METAL TO BE INSTALLED 3/8' 00L PIPE <br />IN ALL OTHER WALLS. STUDS C+IGA.) SECURED <br />TO BE SPACED 16' Ora AT 2ND G)TO SECONC BOND BEAM DO NOT GUT <br />FLOOR WALLS D IDAT14R TO FLOOR W/ 3/4' SOLID GROUT THE BOND <br />STAIR WELLS AND DATHROOM <br />WALLS W/ TILE FINISH PAP 4 TO WOOD FLOOR w/ (u- 5 BEAM <br />_ <br />W 1/4' WOOD (2) COURSE REBARS <br />WOOD BASEBOARD- SCREW -- <br />FINISH FLOOR <br />1-STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM <br />1A METAL STUDS (NON-BRG.) Dl SCALE:3/4'.I'-0' <br />D1 SCALE, 3/4'•1'.0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <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.C. <br />8' CMU <br />1/2, GYP. WL. BD. - <br />WOOD BABE — <br />0'-0' FIN. FLR _ULZ <br />4 <br />4. <br />/1 W/ WINDOW OPENING <br />ti <br />FIBERGLASS 844NOLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 805.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />81-EET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />n ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />'1TH EDITION, SECTION R301.13 <br />AND 160Sal <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(K)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4'-F-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR W5.1.1. <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 SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON] <br />PRE-ENG. GABLE TRUSS <br />VEEP 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 />0'-0' FIN. FLRrI <br />8' CMU <br />M PM OM LW <br />W. <br />�2B-'%GAS LINE THRU BLOCK <br />in, THICK 2 COAT - <br />Pown-mv CEFpIT <br />PLA*Mt APPLIED <br />Volom LT TO <br />MAe017lY <br />APPROVAL REQ <br />COPIER CLAD • <br />V CPU YE <br />aT1UCiWiAL ►aR <br />Is�+nlace'e+ir <br />2.6 P.T. 40 <br />ATTACMD TO PILL <br />CELL. Aa PER <br />P �ODYCT <br />APFICVAL NE0. <br />BMAAC R IWO 1441 N. RONALD REAGAN BL <br />WA"R STRIP LONGWOOD, FL32760 <br />ITCI6D90 ALLAMM PH: 407-7748078 <br />Doom n wPT� FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I1/2'■1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR WS.U. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFMACK AT ALL UPRKd-ITS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />AX '—PRE-ENG WD. TRUSS AX 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 SNI. SECURE PER <br />PER ELEVATION L <br />FASTENER SCHEDULE <br />5/8' GYPSUM OARD OR 1/2' ON SHEET 8N1. <br />B <br />HIGH STRENGTH CLG. BOARD PRE-ENG, 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 />PENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. ILL. BD. CI u <br />WOOD BASE <br />0'-0' FIN. FLR <br />" •. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 4 ITH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r-5-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />i <br />g <br />4 <br />k <br />V <br />C <br />o <br />W <br />00 <br />aunDm a LOT: <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT* <br />04181.000-19111 <br />UoDEL: <br />3EAB <br />"1504- ALLEX" <br />GARAGE 8VnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />F—pRurrDAPE: 05/24/21 <br />SCALE: 1/4"=1'-0" <br />8*MMT <br />D1 <br />