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IF 1 <br />2X4 TOP PLATE <br />PLAN <br />PRE-FA15 TRUSS • <br />CORER READ <br />I/V CLG. BOARD U2- TWIGC 7 COAT •' CPR! m <br />FORTLAND GlM9'T STRUCTURAL FOR <br />FL,YTSR AFTLaID <br />NOTE: STUDS IN 5' DIA. SLEEVE, HAGO•RY Tc 2.6 RT. RD <br />TO PILL <br />PARTITIONS SUPPORTING DO NOT CUT Any PER <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR ��.x�ra •w. PRODUCT APPROYAL Rom. 1441 N. RONALD REAGAN BLVD <br />FIXTURES AND WALL PIPE SEALANT L PH: 407--77746078 <br />CABINETS SHALL BE NOT °A°`"• '�wT FAX: 407-7744078 <br />BOND BEAM DO NOT GUT r Fvt •L•1N raR a e Lou MOULOM <br />$R ALL <br />LESS THAN 2x4, WHERE SOLID GROUT THE BOND av ALL vrww.abdesigngroup.com <br />BY <br />2x4 WOOD SPACED NOT MORE (1)_ •g BEAM �' a'* 1 °D aALv. $TUL DOORrw".) AA M: 0003325 <br />SECUATE�To SAD STUDS •24• THAN I6' O.G. OR NOT C2) COURaoE - REBARS � ► MT <br />PLATE <br />W/ od MASpVRY 01C• LESS THAN 2x6, WHERE -- wow JAMB PER <br />NAIL • 32' oa. SPACED NOT MORE AL REG. VERTICAL TRH <br />MAX THAN 24' O.G. �,�t�ua• To I•LID eT o� <br />TRAM sRAa:eT• R12M <br />. SLAB a' ^R0O1CT <br />aFPRova.Rem. <br />FIN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK <br />D1 SCALE: 3/4'FI'-0' �� 'CAL' • 3 GARAGE DOOR JAMBS <br />1 TYP. INT. WALL NON—BRG. D1 SCALE: 11/2'•1'-0' <br />D1 SCALE, 3/4'•I'-0' <br />FIBEFF*LAS6 SHINGLES <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />FIBERGLASS SHINGLES <br />AS PER FBCR 905.1.1, • EA END ROOF SHEATHING <br />w <br />h <br />ss <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS, SHINGLE8 PER STRICTURAL DETAILS SHEET SDI. <br />FIBEAS, PER FBCR 905.1.1. THICKNESS AS, PER <br />AS PER FBCR 905.1.1. ROOF SHEATHING SHEET STE SECURED PER SECURED PER <br />WITH UNDERLAYMENT <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />THICKNESS AS, PER SHEET D STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE OR 1/2'HIGH 9' PRE-ENG WD TRUSS e' 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX AX. ELEVATIONS <br />NCE BOARD ELEVATIONS, O. <br />��� ELEVATION PER ELEVATION VENTED SOFFIT <br />STRUCTURAL VENTED SOFFITIOF <br />Iff' <br />BEE ENERGY CODE FORME WALL SHEATHING CONT. 2x RAT RUNET SECURED PER / g <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-'M THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING g <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY GORE FORMS FOR THICKNESS AS PER a <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />FASTENER SCHEDULE SHEET SNI. SECURE PER <br />m' PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER 2x FASCIA PER • <br />TYP. ON SHEET SNI. <br />ELEVATIONS O.H. ELEVATIONS TRUSS 5/8' GYPSUM BOARD OR I/2' <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE- PLC HIGH NGT STREH CLG. BOARD PIE-ENG. GABLE TRUSSREED <br />A <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER of <br />SPECIFICATIONS <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/1' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />S' CMU <br />CEMENT PLASTER APPLIED <br />STRI1/2' <br />THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THIC2 COAT <br />K, <br />/2' GYP•U�.• 50. <br />S, <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PCEMENT <br />R <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />APPLIED <br />PLASTER <br />LAS <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />0'-0' FIN, FLR <br />0'-0' FIN. FLRrL <br />` <br />0'-0' FIN. FLR <br />�— <br />a' CMU <br />, <br />m <br />ROOF SHEATHING THICKNESS IS <br />° • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE '1-16 IN <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />4° <br />'1TH EDITION, SECTION R301.1.3 <br />?° <br />NTH EDITION, SECTION R301.19 <br />AND I(POSB.1. <br />AND 1609.5.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />" <br />B <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />SLJSDIv. do I.oT <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />MODEU <br />2554—E301— <br />"DARWIN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />MPH EXP. <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 -ITH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM 04869 TYPE III [7CFAj <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />PRINT 0814 21 <br />DATE: / / <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />