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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />IR' GLCx BOARD <br />1/2' DRYWALL -t E • E <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24. <br />O.C. <br />SLAB <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.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON-BRG. <br />SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 1 0 <br />TYP. <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9/S' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />V114. UL-CCYC, <br />O NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ l U- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />s <br />PIPE THROUGH BOND BEAM <br />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 />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24' O.G. <br />H' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0 -0' FIN. FL —Rh <br />H W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 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 />FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n 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 />WALE: 3/4'.1'-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 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />MO EEAL <br />U2• T141CK 2 COAT <br />PORMADD CVIEW <br />PLASTER APPLIED <br />Dull9 LY TO <br />. STEa <br />K CIRAOKlfB <br />HeD to <br />� JAI" PER <br />NDT <br />OALV. STEEL <br />ova.RCQ <br />vERrKALrRAac <br />er nar. De <br />FAStQlD TO <br />�,� <br />TRACK eRA+DCTs <br />LLVPRODUCT <br />APPROVAL REO. <br />GORIER DEAD <br />S' av Eu <br />STOL CMAL FM <br />II"wPimlew <br />2X6 P.T. YD <br />ATTACHED TO PILL <br />CELL AS PER <br />PRODUCT <br />APPROVAL P*a <br />ORALANT <br />EAOMPt ROD <br />WATHM STRIP <br />2-B GAS LINE THRU BLOCK ��GARAGE DOOR JAMBS <br />I <br />SCALE: 1 1/2' • I'-C' <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 W5.1.1. <br />AS PER PBCR W5.1.1. • EA. END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRU89E8 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 O. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS AS PER 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 SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/9' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 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 a 24' O.C. <br />1/2' THICK, 2 COAT 1/2, GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE ,CMU <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR • ° ° — 0'-0' FIN. FLR <br />8' CMU n <br />° ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />4 NTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM D4S69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A N c N I T L C T 8 <br />6 <br />Design <br />Grou LLD. <br />1441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />LTAMPA, <br />ESIGN GROUP <br />FTING INC. <br />54MONT CENTER BLVD. <br />UITE 1004 <br />FLORIDA 33634 <br />13886.2628 <br />813868-2802 <br />