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2X4 TOP PLATE - <br />PLAN IV <br />PRE-FAB TRJS8 <br />1/2' CLG. BOARD <br />SECURE ST. STU[ <br />PLATE TO B . \ OC. <br />W/ 10d MASONRY <br />NAIL 0 32. OL <br />MAX \ 1'r <br />SLAB <br />FIN. FLR <br />IlV1C: JI— — <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 105.1.1. <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 />V-0, <br />TYP. <br />D.H. <br />Sm. GYPSUM BC <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/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />21 SCALE: 3/4'-1'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />:RENCE STRUCTURAL <br />ELEVATION <br />--R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />r— SPECIFICATIONS <br />r <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 />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. <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 />Aw e <br />nH FOR oM L►! <br />- b. <br />r <br />2B GAS LINE THRU BLOCK <br />vjwT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. 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 SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRU88 <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 />♦4•p44'�zwmNr��� <br />��♦ <br />INS NON <br />IC6 oaencALiwncx I —By OT1E.eo Dose <br />er rIIV. � �F � �M <br />FAlTMD TO eLc! <br />TRA= ORAGMTS ROOMS <br />V FROM= <br />APPROVAL M& <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />,-2X4 OFF 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />* EA. END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />ox. PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYP" BOAR OR 1/2' <br />HIGH STRENGTH CLG. BOAR <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m5.1.1. <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 SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 />0'-0' FM. FLR_ _ ° _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR a _ 0'-0' FIN. FLR <br />m aa< <br />S' CMU , <br />ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASGE 1-16 IN a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. AND 1609 5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION ti W/ WINDOW OPENING B TYP. WALL SECTION <br />" " NO OPENING NO OPENING <br />NOTE: NOTE: <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE SCALE: 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04865 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A A C N IT E C T S <br />Grow inn <br />41 N. RONALD REAGAN 8V <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-774407E <br />www.abdesigngroup.com <br />AA #: 000332E <br />y <br />Pa° <br />v <br />b <br />t <br />0 <br />eF <br />C <br />8L7SDTV. de LID <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT# <br />37 9.0 -16161 <br />MODEL' <br />"2045-LANTANA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 PH <br />JU10' 7 <br />"mm'r 07/09/21 <br />DATE: <br />SCAI C: 1/4"=1'-0" <br />SHEET <br />D1 <br />