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2X4 TOP PLATE <br />PRE -FAD TR186 <br />w' TwoK 7 COAT <br />COIINlR lQAD <br />a• oru m <br />VI' CLG. BOARD <br />=R A <br />61MACnVAL <br />0418 TLY TO <br />ruewaeY <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />O FILL <br />COLLAATrACW�c R <br />oeu. <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />rwoow� wua. <br />V L. R <br />1/2' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />"�" <br />y A <br />FIXTURES AND WALL <br />PIPE <br />�jpp <br />MIATHER spur <br />CABINETS SHALL BE NOT <br />MOUWM ALL <br />LE THAN WHERE <br />BOND BEAM <br />O NOT CUT <br />irr ��uav�xow oAA uw <br />ARCWD (BY <br />POOR rLWlJ <br />T M <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />GAIN. DRA <br />TRAM wTO e» <br />SECURE ST. <br />2x4 WOOD <br />STUDS •24' <br />THAN I6' O.C. OR, NOT <br />W/ (I)- A5 <br />;414 <br />BEAM <br />w•a�ir.rL mo. <br />WOW m"m <br />WOW JAM PM <br />PLATE To GLAD <br />o� <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />REBARS <br />rwoouoT oALV. STM <br />ArncVAL weo VIEW= L Tmac <br />&VIINSADul/ <br />10d MASONRY <br />' <br />By oTuews <br />NAIL • 32' OZ. <br />SPACED NOT MORE <br />FBAs ^ ro <br />MAX <br />THAN 24' O G. <br />Tf%#4K RAAOMTO woos <br />ArrwoVAL RM <br />. BEADAN <br />FIN. FLR <br />2A PIPE <br />THROUGH BOND <br />BEAM <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />Dl SCALE: 3/4'•1'-0' <br />D1 SCALE: 1 1/2'•1'-0' <br />1 TYP. <br />INT. WALL NON—BRG. <br />D1 <br />BC kLE. 3/4'.P-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I.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 <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 />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.U. <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF BREATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />AS PER FBCR 905U.1. THICKNESS A8 PER PER STRUCTURAL DETAILS SHEET D <br />ROOF BREATHING SHEET SNI, TE SECURED PER SECURED PER <br />THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER STIFF5ACK AT ALL UPRIGHTS <br />5/8' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />1. <br />STRENGTH CLG. 2x FASCIA PER MAX AX. <br />—per. Wp, T +CBS 2x FASCIA PER <br />BOARD REFERENCE ELEVATIONS o. ELEVATIONS <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />If SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSUULATION R-VALUES PRE-ENG " THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION JPER ELEVATEOON SHEET SNI. SECURE PER <br />TYP.. ON SHEET SNI FASTENER SCHEDULE <br />TYP. 2x FASCIA PER <br />O.H. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />R-4.1 INSULATION PRE-EJG, GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED SPECIFICATIONS AI <br />FICATION8S STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-43 INSULATION STRUCTURAL DETAILS <br />REFERENCE I WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />e• Cm CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD.--- DIRECTLY TO MASONRY <br />Tom----.j ;._ <br />0'-0' FIN. FLR <br />a <br />eu <br />W/ WINDOW OPENING <br />H <br />V'-0' FIN. FILM <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 l—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4'.I'-0' 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 11 OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />11 <br />8' CMU <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD - <br />WOOD BASE— <br />R__7 <br />1 Lul _ 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a ITH EDITION, SECTION R301.13 <br />AND 16055.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />U " NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/a.r-® UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.I.IJ OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE It OR ASTM 0486'3 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A 1 C N I T 1 C T 1 <br />Grpom ' In <br />Xa l N. n NNW NrJil9P1N aLvu. <br />LONGWOOD,FL32760 <br />PH: 407-774s018 <br />FAX: 407.7744078 <br />www.abdosigngroup.com <br />L AA 0: 0003325 J <br />8 <br />V <br />C <br />avziDly ee GAT: <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PROJECT# <br />03719, 001-02161 <br />MODEL' <br />"2558—HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 JJPH E . <br />