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pmF.& 2X4 TOP PLATE <br />PLAN V <br />PRE -FAD TRUSS <br />IR' CLG. BOARD <br />In' DRYWALL T`PY <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS .24• <br />OL. <br />SLAB <br />MC IC• AIULl.7 ITV <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL 5E NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS, SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.I.I. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SKI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRU88 —/ <br />MTL. DRIP EDGE:]; <br />2x FASCIA PER—� t'-m• <br />ELEVATIONS TYP. <br />OH_ <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR <br />U IA.:JLtt Vt, <br />D NOT CUT <br />50ND SEAM <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />SEAM <br />RE5ARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />ION <br />DOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />lx2 P.T. FURRING <br />STRIPS • 24' O.G. <br />8' CMu <br />1/2' GYP. ILL. BD.-, <br />WOOD BASE <br />n <br />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 />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />_ 0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE '1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />(:a11—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r'-0. UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE F5CR <br />2020 TTH EDITION IS T4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />CAtWIC wo Raa. <br />w <br />I Y PtC !La'K Pow SAf L.e <br />Rnoo ewE <br />28 GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />814EET 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />6• a-n) <br />9' <br />W THICK 2 COAT - <br />PORILAPD C6'!NT <br />PLATTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />WOO JAM PER <br />PRODUCT <br />APPROVAL POOL <br />FASTENED TO <br />TRACK DIRA KM <br />ITV PRODUCT <br />APPROVAL RIIG <br />CORER DEAD <br />T' Cm TEE <br />STIUCTUR L. PM <br />RE2JbRCC'IOVT <br />2.6 P.T. UC <br />ATTACWW TO PILL <br />CELL AT PER <br />APPROVAL ROQ. <br />SEALANT TROD " <br />DACICHIR <br />WEATWR STRIP <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />—2X4 SPF 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBAGC AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE -ENG WO. TRUSS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS J <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J PER ELEVATION <br />5/8' GYPSUM BOARD OR In' <br />HIGH STRENGTH CLa BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS + 24' O.C. <br />I/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 805.1.1. <br />ROOF SHEATHING <br />THICKNES6 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 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 />GMU <br />_ 0'-0' FIN. PI-R. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />a ACCORDANCE WITH F5CR 2020 <br />a• '1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" " NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />('_5�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 -ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 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 />a <br />w <br />U <br />u <br />y <br />6 <br />i <br />to <br />j <br />0 <br />` <br />R <br />g <br />Y <br />W <br />I <br />LJJ <br />A OTT " <br />LOT #11 <br />BLK #14 <br />PHASE 4C <br />PROJECT#2 <br />04181.04C-11141 <br />MOD= <br />E401 <br />"2828—ENSLEY" <br />GARAGE evrma: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 02 07 22 <br />DATE: <br />SCALE: 1/4"=1'— 0" <br />SHEET <br />D1 <br />