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ppEEqqpp��RR 2X4 TOP PLATE - <br />PL� <br />PRE -FAD TRUSS <br />IR' CLCL BOARD <br />1/2' DRYWALL —,_ 1-01- <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL S 32' OL. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24. <br />or_ <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />MTYP. INT. WALL (NON—BRG.) <br />lll�l <br />SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR SMA. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS --// <br />MTL. DRIP EDGE �// <br />2x FASCIA PER I -0 <br />ELEVATIONS TrP. <br />O.N. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />3/8' GYPSUM Bt <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA, SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'•I'-C' <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.C. <br />8' CMU <br />1/2, GYP. WL. SD. - <br />WOOD BABE — <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 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 />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R30I.13 <br />AND 1609.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH 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 />OAux ao eRUL <br />LM <br />1► FYC IILRN FOR am Lm <br />alu <br />2 oao ws <br />2B GAS LINE THRU BLOCK <br />V7'•I• <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 SNI <br />PIE-EW. 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 />r <br />W THICK 2 COAT - <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASGWY <br />GALV. STME <br />AEG, VERTICAL TRICK <br />DY MAV. <br />FADTOW TO <br />TRA= !RACKETS <br />2V PRODUCT <br />APrRDVAL REa <br />S' CMRI en <br />STRIC7IM�AL FOIF <br />IENfORCR'IWi <br />2.6 P.T. a0 <br />ATTAC MP TO FILL <br />CELL AS PER <br />PRCOYCT <br />.rPlaovAl. lau2. <br />SEALAHr 1 <br />BACKER ROD <br />NrATHER STRIP <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />-2X4 SPF 24' O.G. MAX. -- <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFSACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD.TRUSS <br />�CONT. 2x RAT SECURED PERJ / <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS a 24' O.C. <br />1/2' GYP. UAL. SD. - <br />WOOD ISASE— <br />F115ERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. 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 />CMU <br />`0 0'-0' FIN. FLR <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.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />ri11—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0466S TYPE ill <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />� <br />d) <br />W. <br />w <br />m <br />u <br />qm <br />Q <br />� <br />Q <br />EC <br />Q <br />LL—i <br />auaDly ae LoTil <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT# <br />04181.000-37071 <br />MODEIA <br />E401 <br />"2828—ENSLEY" <br />GARAOE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />+1!Iw <br />PRINT 09 21 <br />DATE: / /21 <br />SCALE: 1/4"=1'— 0" <br />SHEET <br />D1 <br />