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fig_. 2X4 TOP PLATE <br />PLAN y <br />PRE-FAB TRUSS <br />7 <br />1/2' CLG. BOARD <br />IR' DRYWALL � T` )r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN FLR. <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />,IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />IV O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(��)TYP. INT. WALL (NON-BRG.) <br />SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 90Fa.l.l. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS JJ <br />MTL. DRIP EDGE �// <br />2x FASCIA PER I -m <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLP-1 <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S�,,)PIPE THROUGH BOND BEAM <br />SCALE: 3/4'. I'-0' <br />5/8' GYPSUM BOARD <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE PORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1INSULATION <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 BASE <br />ti W WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND I6OTIB.1. <br />U TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />lq <br />. �. C 24 <br />fi2i; <br />OMLT. Oi6CL `BEAD DOOR <br />APPRIpyAL FWQ vmrAL iRAfX I' MN DT OTXlIm <br />2B GAS LINE THRU BLOCK I <br />3 GARAGE DOOR JAMBS <br />�' SCALE: 1 1/2'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR S9*.I.1. <br />AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS 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 PRE-ENG WD. TRUSS AX 2x FASCIA PER <br />ELEVATIONS <br />ELEVATIONS O. <br />PER ELEVATION VENTED SOFFIT <br />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 SNI. SECURE PER <br />ON SWEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR In' ON SHEET SNI. <br />WEEP SCREED HIGH STRENGTH CLG, BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <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 />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />I/2' THICK, 2 COAT In, GYP. WL. BD. , CMU <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRlL 0'-0' FIN. FLR <br />a CMU <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 1609.5.1. <br />n W/ WINDOW OPENING tzNTYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�Z-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />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 II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />GrouVL�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486-2628 <br />FAX: 813.886-2802 <br />anmm�a <br />