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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />1/2*CLG. BOARD__-zm <br />1/2' DRYWALL Y%)r- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' O.G. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS •24' <br />O.C. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />1ETS 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.G. <br />(2)TYP. INT. WALL (NON-BRG.) <br />Di SCALE: 3/4'.['-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.LL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />TYP' 17 <br />ELEVATIONS <br />VENTED SOFFIT <br />I f <br />I f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/0, GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS a 24' O.C. <br />8' CMUJ <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR _ HK <br />° e <br />"n <br />W/ WINDOW OPENING <br />H <br />S' PIA. SLEEVE, <br />DO NOT CUT <br />RESAR <br />SOND BEAM NOT CUT <br />SOLID GROUT THE BOND <br />W/ llj� s BEAM <br />(2)COURSE - REBARB <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE, <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR ° M.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <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' THICr, 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-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1T14 EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(5'�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'4-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE If OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLACK <br />D1 aura. vr— <br />_ <br />I _ <br />i!40�O�TiTip0000�i$ <br />X ,i <br />raLv. ersL <br />°O°R rwarl, <br />naAcrc ewnaQte <br />■Aetos<D to <br />vooD uro rElse <br />PI�)O{Y-r <br />6ALv. eteel &ASSeAD DOM <br />AM'ROVAL RCO. <br />� TRAGIC 1' MRL BY OT M <br />NNR <br />PASIENBY eLIDa <br />TRuu Rocn <br />ARAMr0 <br />SRAZNZTS <br />AP- BWL <br />a,rr�aOvaL Rea <br />3 _ GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 OFF 24. OG. MAX WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE III/ (2) 12d NAILS AS PER FBCR W511. <br />AS PER FBCR WDJJ. • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICIOIESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL DRIP EDGE <br />2x FASCIA PER MAX FIRE -ENG UD. TRUSS aX 2x FASCIA PER <br />ELEVATIONS O. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT, 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER <br />ON SHEET SNI F'ER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/8. GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />VEEP SCREED HIGH STRENGTH C-G. BOARD PRE-ENG. GABLE TRUSS <br />2x P.T. SECURED PER WEEP SCREED <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENGE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT .1/2'GYP. WL. BD. 8, Cl`1U <br />PLASTER APPLIED WOOD BABE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR . — 0'-0' FIN. FLR <br />8' cm a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING TYP. WALL SECTION <br />A B NO OPENING <br />NOTE: <br />6 1-STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SGALE.3/4*.1'-0'--ERLAYMENT IN AGC.ORDANGE <br />WITH FBCR 905.1.1.1 OF THE FBGR <br />2020 1TW EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE Iv LINDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngmup.mm <br />AA & 0003325 <br />14 <br />n <br />03 <br />m <br />gg <br />J <br />X <br />Swan►. ac LDT <br />ABBOTT PARK <br />LOT #15 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-15121 <br />1[ODEZA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 871IIJ6: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />I <br />DATE: 02/07/ 22 <br />SCALE: 1/4"=1'-0" <br />8Ei1EET <br />D1 <br />