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2X4 TOP PLATE <br />3 bw OR 9 <br />TOP <br />1/2'DIRYWLaL1 sro• TOP 112Comm <br />ea.Ao <br />PRE-FAI5 ilRuss A) 1W THM 2 GOAT Y aU on <br />V2• CLG. BOARD ,rlD <br />V2' DRYWALL MA°AS Her :w P.T. WC <br />3 Dro' OR D SW METAL STUDS P4.4 <br />NOTE: STUDS IN 24 oC 20 6A METAL To ME S' DIA SLEEVE, <br />PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT Rm. <br />V2' DRYWUALL. WALL HUNG PLUMBING R0,XIvm UTTER/ LOWER WE <br />6' OR D wo.vA1 NACI a <br />GgBpgETTS AND a 2b REBAR •Name PCD 1441 N. RONALD REAGAN BLVDFIXTURES AND WALL GA METALTOMERKTALLEDBOTTOM <br />WA4 L(26 PIPE WA"m67RIP LONGWOOD,FL32750 <br />CABINETS SHALL BE NOT IN ALL OTC WALLS• STUDSN SECUR® tV�oA PH: 407-7748078 <br />TO ME SPACED IWOC. AT 2ND BOND BEAM O NOT CUT l i nc r� ><lee� eA• ut,LESS THAN 2x4, WHERE PLOOR uuLL$ ADJAC24NT To oomM.wi FAX: 407.7744078 <br />SPACED NOt MORE STAIR WELLS AND BATHROOMR W/W/ 3/4' SOLID QWUT THE BOND em °rwww.abdesigngroup.com <br />SEC M W. 2x4 WOOD TO W/ l U- eS BEAM seao 0Ar .. JAM Fse AA 8: 0003328 <br />PLATE TO SLAB STUDS �24' THAN I6' O.C. OR, NO7 WALLS UV TILE FINISH N' er. LL iea P,qy TO <br />OG. W/ 1/4' WOOD l2) COURSE _ _ t BARB APP� io L Pm �''L T by 0714Ao aoow <br />uu uoa MASONRY LESS THAN 2x6, WHERE sr �. err onele <br />NAIL • 32' OC. SPACED NOT MORE WOOD BASEBOARD SCREW .�. - PAwnww To mm" <br />MAX THAN 24. O.G.» <br />APP OVAL led <br />® -EFINISH FLOOR • : '. <br />FIN. PLR <br />1-STORY TYP. INT. WALL m PIPE THROUGH BOND BEAM 2e GAS LM =U BLOCK 3 GARAGE DOOR JAMBS <br />TYP. INT. WALL NON-BRG. 1A METAL STUDS NON-BRG. SCALE:3/4'■i'-0' �^• �� SCALE:IIl2'•r-0' <br />p•I SCALE, 3/4'.I'-V' D1 SCALE, <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2x4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER PEICR 90511. <br />AS PER POOR SM LL • EA END ROOF SHEATHING <br />WITH IhJDERLAYhENT ROOF SHEATHING 2x BLOCKING BETIUEEN TRUSSES TCICrE88 AS PER <br />eC <br />C <br />R <br />P, <br />FIBERGLASS 8HINGLES <br />AS PER FBCR 9 SJJ. <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />PER STRUCTURAL DETAIL <br />SECURED PER <br />WITH UNDERLAYMENT <br />AS PER PBCR Wl6.LL <br />ROOF SHEATHING <br />THICKES8 AS PER <br />FASTENER SCHEDULE <br />FASTENER SC4EDI11 <br />ROOF SHEATHING <br />SHEET SNL <br />THICKNESS AS PER <br />SECURED PER <br />ALL <br />STIFFSTRU <br />SWEET SNI• SECURED <br />$/8' GYPSJ 1 BO <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />STRUCTURAL DETAILS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />SC+MDULE <br />OR VY HIGH <br />STRENGTH CLG. <br />2x FASCIA PER <br />9• 9' <br />MAX PRE-ENCe WD. TRUSS AX <br />2x FASCIA PER <br />N <br />BOARD <br />ELEVATIONS <br />o. — <br />ELEVATIONS <br />� NCIE <br />PER ELEVATION <br />VENTED SOFFIT <br />2 <br />STRIiC� <br />VENTED SOFFIT <br />RN PER <br />O <br />PRE-ENG TRU88 <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />PRE-� TPL" <br />WALL SHEATHING <br />THICKNESS AS PER <br />8oN7 ��1 DETAILSCURED <br />LLIALL SHEATHING <br />2 <br />REFERENCE BTRUG7IIRAL <br />SNL SECLM PER <br />SEE ENERGY CODE FORMS FOR <br />INBULA <br />AS PER <br />THICKNEBFEEt <br />MTL. DRIP EDGE <br />PER ELEVATION <br />MT DRIP EDGE <br />FASTENER SCHEDULE <br />PER ELE ATION <br />SNL SECURE PER <br />2x FASCIA PER TYP- <br />2x FASCIA PER <br />ON SHEET SNI <br />- <br />FASTENER SCHEDULE <br />ON SHEET BNI. <br />M <br />ELEVATIONS O•H. <br />ELEVATIONS <br />PRE-ENG GABLE TRU88 <br />$ro' GYPSUM BOARD OR V2' <br />VENTED SOFFIT I <br />R-41 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG GABLE TRIM <br />WINDOW ATTACHMENT <br />DEEP SCREED <br />AS PER MA FACTURES <br />ST UCTSECUREDPE B <br />2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />1xz P.T. FURRING <br />RENCE <br />STRRUCTURAL <br />STRIPS • 24' O,C <br />1,4' THICK 2 COAT PORTLAND <br />+ P.T. P <br />S• CMU <br />CEMENT PLASTER APPLIED <br />' 4O <br />STRPB • 2L <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, Z COAT <br />1/2' GYP. WL. BD. <br />' CM <br />CEMENT PLASTER APPLIED <br />,: <br />la' GYP. WL. ED. <br />PORTLAND CEMENT <br />WOOD DABS <br />TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN F1.R�_ <br />— <br />' <br />— 0'-®' FIN FLR <br />QT-0' FIN FLR..L <br />' <br />_ 0'-0' FAy FLR <br />° • <br />a • <br />iu <br />8 GMU <br />°. • a. <br />a. <br />ROOF SHEATHING THICKNESS IS <br />. a. <br />.,. <br />- • ROOF SHEATHING THICKNESS IS <br />; _ .. <br />a' ENGINEERED PER ASGE 1-id, IN <br />° ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />.,;' <br />ACCORDANCE WITH FBCR 2020 <br />a <br />1TH EDITION, SECTION R301.13 <br />' a' <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 16095.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />" B <br />NO OPENING N <br />OTE <br />NO OPENING NOTE <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SVHDiv. Jk LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />PItOJWT <br />04181.00 -12111 <br />)MODEL <br />3EFB <br />"2447—ROBIE" <br />GARAGE BIWING: <br />RIGHT <br />PAGIM <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF _ 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE. 3/4'.P-o' WUNDERLA S05.1.1.1 NTOF�T� GGR E SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 1105.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486E TYPE III TYPE II OR ASTM D486% TYPE III JU � <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />Dw05/24/21 <br />MCALa:1/4" = 1'-0" <br />BIER= <br />D1 <br />