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y®��.� 2X4 TOP PLATE <br />rL� Y <br />PRE-FAB TRUSS <br />N' CLG. BOARD <br />In' DRYWALL —�-� T`I)r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />O.C. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES 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' O.C. <br />(2)TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBER31-A88 814INGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMI.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />844EET SNI. SECURED <br />PER FASTENER <br />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 />I,-O. <br />TYP. <br />O.H. <br />,%/8' GYPSUM 0 <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />v®e <br />35/8'OR5 <br />U2' DRYWALL <br />3/8, TOP <br />CHANJEL f25 <br />GAJ <br />1/2' DRYWALL <br />3 5/6' OR 5 3/0' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />METALLED M WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/S' OR 5 <br />CABINETS AND TUD/614O ER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED IW OTC. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR V 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP A TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />r CODE FORMS <br />R-VALUES <br />STRUCTURAL <br />`—R-4.1 INSULATION — <br />�LI,`1�V.11� WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OTC. <br />e' CMU <br />1/2' GYP, ILL. BD. <br />WOOD BABE <br />0'-0' FIN. FLR — • ° <br />a <br />4 <br />.a <br />^a <br />n W/ WINDOW OPENING <br />n <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />91 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.U. <br />ROOF 8NEATHING <br />THICKNSESS AS PER <br />SHEET BNI. <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 />1/1' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLfE , <br />DIRECTLY TO MASONRY <br />k 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />BWALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4',I,-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486E TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />W' THM 7 COAT - <br />PORILAfO CR7NT <br />KAMM APPLIM <br />DI mmy TO <br />mo*o f <br />M MIL <br />ay <br />aALv. <br />N' OR. tlL Ri. <br />7RAC% ORAPClM <br />FASTTP® ro <br />Iu000 son <br />uaOD Lune P!R <br />GM.v. aialL <br />PR70 A. <br />oy <br />Ma YlWr -AL TRACK <br />sr MA17. ' <br />Or <br />.,'...;.. <br />� TestAclaTa Room <br />uv PROP= <br />APPROVAL RM <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />p <br />11 D1 SCALE: 11/2'-1'-0' <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) 124 NAILS <br />AS PER FEICR SM.1.1. • EA END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNSESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' 2x FASCIA PER MAX PRE-ENG WD.TRU88 <br />' <br />ELEVATIONS O <br />VENTED SOFFIT IPER ELEVATION <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI OLPER ELEVATION <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR IR' <br />WEEP SCREED HIGH STRENGTH CLG. BOARD <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R-4.1 INSULATION � <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2' THICK, 2 COAT—/-" <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e' Cm ly <br />STRUCTURAL <br />-Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />HER O[AP <br />mu an <br />IOIYRAL FOR <br />P.T. uo <br />kcH m TO FILL <br />L All FM <br />DucT <br />ROVAL RLO. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 1105.1.1. <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 8NLSECURE 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 />cm <br />4+ 7il _ _ — 0'-C' FN. FLR <br />a< <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a' 1TH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />��1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4''I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abdeslgngmup.com <br />` AA N: 0003325 J <br />6 <br />24 <br />b <br />b <br />mil <br />T <br />exnmly • LOTt <br />ABBOTT PARK <br />LOT ##4 <br />BLK. ##9 <br />PROJWT <br />04181.00U04091 <br />MOD=, <br />4EBB <br />"1828-CALI" <br />OARAGM SWOCO: <br />LEFT <br />PAGIO <br />DETAILS <br />(SHINGLE) <br />160 MPH VR C <br />ol <br />DP A=l 5/05/21 <br />SCAM 1/4"=1°-0" <br />EST <br />16. D1 <br />