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M�e,� 2X4 TOP PLATE <br />MA T <br />7r PRE-FAB TRUSS <br />1/2' CLC. BOARD <br />I/2' DRTWALL � l�- <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN PLR <br />2X4 WOOD <br />STUDS .24. <br />o_ <br />SLAB <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIxTURE5 AND WALL <br />GABINETS 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 />MTYP. INT. WALL (NON—BRG. ) <br />p' SCALE: 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />A$ PER FBCR SM.1. <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER F15CR 905.1.1. <br />THICKNESS AS PER <br />ROOF SHEATHING <br />SHEET SNI, <br />THICKNESS AS PER <br />SECURED PER <br />SHEET SNI. SECURED <br />5/8' GYPSUM BOARD <br />FASTENER SCHEDULE <br />PER FASTENER <br />OR 1/2' HIGH <br />SCHEDULE <br />STRENGTH CLG. <br />BOARD <br />REFERENCE <br />VATI <br />STRUCTURAL <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORM6 FO <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />FRENCE STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />0. PER ELEVATION <br />2x FASCIA PER <br />Ti-P <br />2x FASCIA PER <br />ELEVATIONS <br />O.H. <br />ELEVATIONS <br />VENTED SOFFIT <br />R-4J INSULATION <br />VENTED SOFFIT <br />ATTACHMENT <br />AS PER MANUFACTURES <br />�WINDOW <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />IR' THICK, 2 COAT PORTLAND <br />8' cm <br />PLASTER APPLIED <br />I/Z' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />CEMENT PLASTER APIED <br />PL <br />1/2, GYP. 14L. BD. <br />DIRECTLY TO MASONRY <br />WOOD 155A5E <br />0'-0' FIN FLR.L <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE T-I6 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />/1 <br />W/ WINDOW OPENING n TYP. <br />WALL SECTION <br />" <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5"\1—STORY HIP BLOCK <br />WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'-1'-0' <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 -ITIH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22/o <br />TYPE II OR ASTM D4869 TYPE Ulf <br />OR TYPE IV UNDERLAYMENT. <br />`i � nc a�s..s role we urc <br />cm <br />Vl' O1T.111HOG. <br />u000 ease <br />(2)GAS LINE THRU BLACK <br />D1 a W'-re <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 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 SNI. 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 />1/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />8' CMU <br />III <br />►_�l����.Tile`1i!i!�Ti!�Ti!i!iTi!i!����i?i�i <br />_ <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />_2X4 SPF 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETU.EEN TRUS <br />—PER STRUCTURAL DETAIL <br />�STIFFBACK AT ALL UPRIGHTS <br />- PER STRUCTURAL DETAILS <br />9' <br />Ax PRE-ENCs WD.TRU55 <br />PER ELEVATION <br />IF <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' GYPSUM BOARD OR in <br />HIGH STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING. — <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERSLASS SHINGLES <br />WITH UNDERLAYMENT <br />A6 PER FBCR 905.1.1. <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 />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP 61-REED <br />2x P.T. SECURED MR <br />STRUCTURAL DETAILS <br />cm <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />tTW EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF: ASTM D226 <br />TYPE 11 OR A5TM D48613 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A R C R I T E C T E <br />G L SOL <br />+" LONGWOOD, FL 32750..E <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />ww W.abdmigngroup.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: 813-886-2628 <br />FAX 813-886-2802 <br />annm� <br />SUHDIV. de LOT: <br />SILVERADO <br />LOT #10 <br />BLK #10 <br />PROJECT# <br />03719.001-10101 <br />MODEL: <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%15 H E <br />MIT <br />DATE- 06/25/21 <br />SCALE: AS NOTED <br />SHEET <br />D1 <br />