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2X4 TOP PLATE <br />R� T <br />PRE -FAS TRUSS <br />IR' CLfi BOARD <br />1/1' DRYWALL T`)r <br />SECURE ST. - <br />PLATE TO SLAB <br />IIV Wd MASONWr <br />NAIL • 32' O.C. <br />MAX <br />0'-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />or_ <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />4-6 AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />IV O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(H1TYP. INT. WALL ( NON— BRG. ) <br />D� SCALE, 3/4'.I'-O' <br />FIBERGLA66 614I1434LE6 <br />WITH UNDERLAYMENT <br />AS PER FSCR 105J.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 �f/ <br />2x FASCIA PER I 0 <br />ELEVATIONS 0 ' <br />ON. <br />u MI&E Z=f-:.. &I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIHL mw-, <br />Sw GYP6lPT Be <br />OR 1/2' HOW <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 />4A PIPE THROUGH BOND BEAM <br />pj SCALE:3/4'.I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />'RENCE STRUCTURAL <br />ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />6' Cm <br />— <br />1/2' GYP. ILL. BD. - <br />WOOD BASE —` <br />a <br />.a a <br />n W/ WINDOW OPENING <br />n <br />FIBEMLA66 SHINGLES <br />WITH UNDERLAT. TENT <br />AS PER FSCR 106.11 <br />ROOF SHEATHING <br />THICIQ4E66 AS PER <br />SHEET 6NI. <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 PO4RTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0 0'-®' FIN. FLR <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 160SB.1. <br />TYP. WALL SECTION B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4'•I'-o' 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 D406S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />m so Lee <br />2B GAS LINE THRU BLACK <br />vr.r i <br />=NEI <br />soon 4410 P!R arLV. sTm <br />pea v NW& ?IRA= <br />by MAP. <br />hYTIOW TO <br />TRKX aISAGQn <br />w nsoa = <br />APPINOVAL rra <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLA66 SHINGLES <br />FISEMLAS6 6HPKsLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) Mld NAILS AS PER FBCR S08.U. <br />AS PER FBCR 909.1.1. • E.A. END ROOF SHEATHING <br />ROOF 61 EATING THICKNES6 AS PER <br />2x BLOCKING BETWEEN TRUSSES THIC16 EA6 PER PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />SHEET SNI. SECUXl RED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />6TIFFBACK AT ALL UPW-,WTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-EI`IG LLC. TRUSS AJc 2x FASCIA PER <br />ELEVATIONS O ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT <br />WALL 814EAT14M CONT. 2x RAT RIM SECURED PER / <br />THICKNESS AS PER STRUCTURAL DETAILS / WALL 6HEATHNG <br />SHEET GNI. SECURE PER SEE ENERGY CODE FORM" FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER <br />CN SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS D/S' GYPSUM BOARD OR Vt' ON SHEET SNI. <br />WEEP SCREED K.NG HH STRETH CLG. BOARD PRE-ENG. GABLE TRUSS <br />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 MANUFACATURES SPECIE CA EONS <br />1/2' THICK, 2 COAT--J-- PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />STRUCTURAL <br />Ix2 P.T. FUR NG- <br />STRIPS • 24' O.G. <br />IQ' GYP. ILL. 150 - <br />WOOD BASE— <br />CMU <br />• - 0'-0' FIN. FLA. <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 160S.5.1. <br />n W/ WINDOW OPENING r-.-, TYP. WALL SECTION <br />NO OPENING <br />NOTE, <br />METHOD TO BE USED FOR THE <br />�1—STORY GABLE BLOCK WALL GABLE BLOCK WALL INSTALLATION OF ROOF <br />p� WALE, 3/4'.r-o'--ERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 94 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4065 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwzbdeslgngrou p.com <br />AA M: 0003325 <br />O <br />W <br />a <br />Lj <br />IPR <br />UNDIV. k I.orBBOTT PARK <br />LOT #21 <br />BLK #7 <br />DJMCT/ <br />04181.000-21071 <br />MODMIA <br />E401 <br />"2828— ENSLEY" <br />GARAGN 8TaNG: <br />LEFT <br />PAGZ: <br />DETAILS <br />160 MPH EXP. C <br />1 <br />PRINT 21U4 <br />DATE: OS / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />