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2X4 TOP PLATE <br />PLAN I( <br />PRE -FAD TRUSS <br />In' CLG. BOARD <br />In' DRYWALL —t Tv r <br />SECURE ST. — <br />PLATE TO SLAB <br />IW Wd MASONRY <br />NAIL • 32' Or - <br />MAX <br />V-0, <br />F81 FLR <br />0 <br />2X4 WOOD <br />STUDS •24' <br />OL. <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' OJC. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FOCR WS.U. <br />ROOF S4E:.ATNNG <br />THICKNESS AS PER <br />SHEET SNI.SECURED <br />PER FASTENER <br />5CWEDULE <br />PRE-ENG TRUSS J/ - <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER I-0. <br />ELEVATIONS ok <br />o}l <br />VENTED SOFFIT <br />I f <br />I � <br />In' TWO-, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />3/8' GYPSUM d <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTAC 4MENT <br />AS PER MANFACTUREB <br />SPECIFICATIONS <br />STRUCTURAL <br />bl2 P.T. FURRING - <br />STRIPS • 24' OG. <br />V cm <br />1/2' GYP. UAL. 01D.- <br />WOOD BASE — <br />0'-0' FIN. FLR�_ - <br />a <br />,a <br />.4 <br />n W/ WINDOW OPENING <br />n <br />►' DIA ►LUVEi. <br />DO NOT cur <br />PE <br />BOND BEAM NOT arr <br />SOLID Qi•OUr THE BOND <br />& (U- S BEAM <br />(2) COU•►E - RdnAM <br />2A PIPE THROUGH BOND BEAM <br />ECUE, <br />FIBERGLASS SHNNLE6 <br />WITH UNDERLAYMENT <br />AS PER FSCR WbAl <br />ROOF SFEATNNG <br />THIC104ESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER 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 />.41 0'-0' FIN FLR <br />' • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.13 <br />AND 16055.1. <br />r.N TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'-I'-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 lTH EDITION 19 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />row <br />sa r°• w u• <br />• <br />28 GAS LINE THRU BLOCK <br />\pvr..u. rr— <br />FIBERGLASS SHINGLES <br />UTH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROOF SHEATHING <br />THK304E66 AS PER <br />SHEET 8NLSECURED PER <br />FASTENER 604EDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />WALL SHEATHING <br />THIC10a66 AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET 8NI <br />PRE-ENG. GABLE TRU88 <br />WEEP 6CREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IA' THICK, 2 GOAT-)/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' cm <br />0' <br />APPGONAL IRA 7RAO: `ONMBAD DOOR <br />vBRICAL Br OxlM <br />Br rwr. ' <br />TRAMOPACKM <br />O ro d <br />W rplooPOW LT <br />AFP�ovu IRa <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />—2X4 SPP 24. OZ. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING DETUEEN TRU86ES <br />-PER STRUCTURAL DETAILS, <br />STIFFDACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUS6 <br />CONT. 2x RAT RUN SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE POW" FOR <br />INSULATION R-VALUES <br />.,PER ELEVATION <br />S/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH Q.G. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24' O.C. <br />I/!' GYP. U_. BD. <br />WOM BASE <br />FIOERSLASB SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBOR W5.11 <br />ROOF 61 EATHNS <br />TW CIO ESS AS PER <br />SHEET 8141. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL 6HEATHN2 <br />THICIO ES8 AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET 8NL <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V-0' FIN FLR <br />a .. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE T-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />° 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />ke NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE F 5CR <br />2020 NTH EDITION 19 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />(zf \ <br />1441 N. RONALD REAGAN -- <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407.7744078 <br />w .sbdmlgrgroup.c <br />AA M: 0003325 <br />I <br />Cj <br />yj <br />o <br />� <br />o <br />E <br />a <br />I <br />U <br />W <br />f <br />0 <br />2 <br />sUBDIV. 8: LZ <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />Pllo"wT1/ <br />041 1.0 0-4507 <br />moasu <br />4EHB <br />"2605— HAYDEN" <br />aAienas 8TIIIIITO: <br />RIGHT <br />PAGM- <br />DETAILS <br />60 MPH EXP. CJ <br />';L1 <br />AA <br />NO <br />DwT& 09/22/21 <br />8CAM 1/4-=1'-O- <br />839z T <br />D1 <br />