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2X4 TOP PLATE <br />9 5/6' OR 5 <br />PER,FRL � 1/2' DRYWALL 3/6, TOP <br />PU Y7 CNANJEL (25 <br />CORD! ltAD <br />PRE-FAB TRJBS GA) W THIaC a SOOT sfw nm�W. vole <br />IR' CLG- BOARD r'ORnA D cOOdt <br />At <br />I/Y DRYWALL oM�rLT to <br />3 5/6' OR 5 3/6' METAL. STUDS rtAaCeelY AaLLAOM 70 pLL <br />STUDS IN 24' = 20 GA METAL TO BE 5' DIA. SLEEVE, <br />PARTITIONS SUPPORTING INSTALLED N WALLS DO NOT CUT AF"MWAL Rom. <br />W' DRYWALL WALL HUNG PLUMBING RECEIVM UPPER/ LOWER 3 5n' OR 5 MBAR ''�'°AL <br />CABINETS AND TUB/BFOWER 25 ", BOTTOM lA 1loD 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL GA METAL TO BE INSTALLED GµAN -L (25 IPE tllATNDe eT LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT IN ALL OTHER WALL6. STUDS Gq) SECURED Le! Ate„ e" PH: 407-774-6078 <br />TO BE SPACED 1r' o.C. AT 2ND BOND BEAM O NOT CUT r ne ravt rox sAs Le. <br />TO CONC COMMA".' FAX: 407-774-4078 <br />LESS THAN 2xd, WHERE FLOOR WALLS AD�ACENr To FLOOR 11U 3/4' SOLID GROUT THE BOND �OOM_ iR ic°a�uaats www.abdesigngroup.com <br />SPACED NOT MORE STAIR WALE L TILE F uxo we WOOD WAYS roe <br />SECURE BT. 2X4 WOOD PM 1 TO W/ (1i- 5 BEAM FAWOOD to AA #: 0003325 <br />PLATE To SLAB 6TUD8024' THAN 16' OC. OR NOT WOOD FLOOR (2) COURSE - REBARS * 4 LV•a7!!L o Ao oaoR <br />W/ Wd MASONRY or_ LESS THAN 2xb, WHERE W/ 1/4' WOOD _ _ AFl9e?/AL RM VERTICAL 7RAtIC 6Y Ot"I" <br />NAIL • 32' OC. SPACED NOT MORE WOOD BASEBOARD SCREW .wr a ro 'Lm <br />MAX THAN 24' O.C. `..:: Truac DRACKMw PRODUCT <br />Roan <br />. SLAB ALAITRDV O. <br />®-® FINISH FLOOR <br />FIN. FLR <br />1—STORY TYP. INT. WALL za PIPE THROUGH BOND BEAM z GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />1 TYP. INT. WALL NON—BRG. 1A METAL STUDS (NON—BRG.) D1 WALE:3/4'el'-0' """ "`° D1 SCALE: 1I/2'=I'-0' <br />D1 SCALE, S/4'.I'-O' D1 SCALE: 3/4'.P-V <br />FIBERGLASS SHINGLES <br />FIBERGLASS 844INr i ES 2X4 OFF 24' OjC. MAX WITH UNDERLAYhENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBGR S"A. <br />FIBERGLASS SHINGLES AS PER FOCR 905.1.E • EA. END ROOF <br />SWIEATHIWS <br />ESS AS PER <br />WITH UNDERLAYMENT ROOF BFEATNNG 2x BLOCKING BETUM TRUSSES SHEET SNL <br />THICKNESS AS PER <br />FIBERGLAS9 $HINGLEB PER STRUCTURAL DETAILS <br />WITH LNDERLAYMENT AS PER FB TW 90b.1.1. SECURED PER <br />ROOF BHEATHNG SHEET SNL SECURED PER FASTENER SCFEDW.E <br />AS PER FBCR 905.L1. THICl<N 8 AS PER FASTENER SCHEDULE <br />ROOF SHEATHNG $FEET $NI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGFITS <br />SHEET SNL SECURED /6' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HrSH V e' <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER M PRE-ENG LLD. TRUSS 2x FASCIA PER rn <br />BOARD ELEVATIONS O. ELEVATIONS UJI <br />FIL <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RN SECURED PER O <br />PIE= ' INSULATION R-VALLES 1E IS I'I�- ' � WALL SHEATHINO THIC101E88 AS R STRUCTURAL DETAILS WALL SHEATHING = <br />REFERENCE STRUCTURAL SHEET SNL SECURE PER 8EE "WAY CODE FORMS FOR THICKNESS AS R <br />MTL. DRIP EDGE MTL_ DRIP EDGE FASTENER SC44EDLLE INSULATION R-VALUES SHEET SNI. SECURE PERm. PER ELEVATION ON 6HMT 8N1 PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER TYP 2x FASCIA PER EE ON BFt SNL <br />ELEvATIONO O.N. ELEVATIONS 5/8' GYPSUM BOARD OR IR' <br />VENTED SOFFIT R-4.1 Nr L.ATION PRE-ENG CABLE TRU88 Mr-44 STRENGTH CLG. BOARD TRUSS <br />WINDOW ATTACFFETJT VENTED SOFFIT WEEP BGREED WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTUTAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES WE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />IR' THICK 2 COAT PORTLAND <br />+ Ix2 P.T. PURRING <br />i` <br />6' CMU <br />CEMENT PLASTER APPLIED <br />,Or- <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRYCMU <br />1/2' THICK, 2 COAT <br />/2' GYP. ILL..90 <br />' <br />CEMENT PLASTER APPLIED <br />1/2' GYP. Um BD. <br />PORTLAND <br />WOOD <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />APPI APPLIED <br />BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ <br />_ <br />_ 0'-0' FIN. FLR <br />0'-0' FR FLR <br />0'-0' FIN. PLR.a.. <br />a . <br />$ cm <br />,, ' ' '. <br />' • ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHINGTHICKNESS IS <br />. <br />ENGINEERED PER ASCE 1-1b IN <br />aENGINEERED PER AWE 1-I6 IN <br />, <br />ACCORDANCE WITH FBCR 2020 <br />L-1 <br />ACCORDANCE WITH FBCR 2020 <br />4 <br />1TH EDITION, SECTION R301.13 <br />1TH EDITION, SECTION R301.13 <br />AND 16099.1. <br />AND 16095.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />ti n <br />NO OPENING NOlm. <br />NO OPENING NOTE <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />Stnmrv. Ae LOT: <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJIDCT* <br />04181.000-34071 <br />MODEL: <br />3EAB <br />"1504- ALLEX" <br />GAP-%G= 111WING: <br />LEFT <br />PAGZ: <br />DETAILS <br />160 MPH W. <br />r4-'\1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 9/4'.r-® UNDERLAYMENT IN ACCORDANCE �1 SCALE, 3/4'.1'-0' UNDERLAYMENT <br />IN ACCORDANCE <br />WITH FBCR W5.I.I.I OF THE FBCRTHE <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 Al r1 <br />TYPE 11 OR ASTM 0486S TYPE I I I TYPE 11 OR ASTM D4869 TYPE I I I ' Y L <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A <br />NO <br />DRINT w08/14/21 <br />eCALM: 1/4"=1'-0" <br />8iiffim r <br />D1 <br />