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2X4 TOP PLATE <br />35ro'OR5 <br />PER <br />- FLR A, I!!' DRYWALL 3ro' TOP <br />CHANNEL f25 <br />PRE-FAB TRUSS C'p`) eolartle M�L—F <br />• <br />Id' YMCIC 2 COAT <br />In. CLG. BOARD A � 6TR cn� FOR <br />1/2' DRYWALL Dgacn.r To � � <br />3 5/S' OR 5 3ro' METAL STUDS nAbo�r iY P.T.AO TO PILL <br />NOTE: STUDSIN 24• O.C. 20 GA METAL TO BE 5' D1A. SLEEVE, uu'u reR <br />PARTITIONS SUPPORTING INSTALLED IN WALLS DO NOT CUT ,� RCGL <br />ve• DRYWALL WALL HUNG PLUMBING RECEtVMG �� LOWER 3 5ro• OR 5 MBAR C•+� •'� � °E"""" <br />CABINETS AND TI�/SNOUER 25 3ro. BOna„I SAaaR ROD ALD REAGAN BLVDFIXTURES AND WALL GA METAL TO DE INSTALLED CHANNEL!25 PIPE GawnlR Gnat OOD, FL32750 <br />CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS GAd SECURED roALL07-774E078 <br />TO BE SPACED 16' OG. AT 2NDLESS THAN 1x4, WHERE TO Cow- BOND SEAM DO NOT CUT rncxuvGienaas�va Doael9~j 07-774.4078 <br />FLOOR WALLS ADJACENT TO Cm 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR O 3/a' SOLIp CsROUT THE BOND W �U_p '10 <br />n aGigrtgroup.com <br />CURE ST. STUDS 024• THAN I6' O.C. OR, NOT WALLS W/ TILE FINIBN WOOD FLOOR W/ l i)- "5 BEAM aeoo SAN woo Jena roe #: 0003325 <br />PLATE TO BLAB O.C. l2) COURSE REBARS PIGODUCr 4 . V. GTM. <br />uV Val MASONRY LESS THAN 2x6, WHERE W/ v4 WOOD _ _ OVAL � By MAW. TRACK By OTHaD Dope <br />• er aneRe <br />NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW F, e o To <br />MAX THAN 24' O.C. Roam <br />TRACK IlR.4CK[TG <br />kw rmv=T <br />AITRDVAL REO. <br />. BLAB <br />�-®• FM. K.R.FINISH FLOOR :. . <br />1—STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM 28 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS <br />•C.lL[. V7'•I'.O <br />MTYP. INT. WALL (NON—BRG.) 1A METAL STUDS (NON—BRG.) SCALE, 3/4'-1'-0' D1 ALE: I I '•I'-®' <br />SCALE, 3/4'.I'-0' D1 SCALE, 3/4•.I'-C' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 908.1.1. <br />FIBER> 13LASB SHINGLES AS PER FBCR W5.I1 • EA. END ROOF SHEATHING <br />WITH LWERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI <br />r <br />o <br />O <br />F <br />a <br />FIBERGLASS BHMaL.EB THICKNESS AS PER <br />WITH UNDERLAYMENT A8 PER SHEATHING <br />905J.1. 8 4EET SNL SECURED PER PER STRUCTURAL DETAILS <br />AS PER FBCR 905.1.1. ROOF BREATHING FASTENER SCHEDULE FASTENS PER <br />ROOF SHEATHING THICKNESS A8 PER FASTENER SCHEDULE <br />SHEET W. <br />THICKNESS AS PER SECURED PER BTIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 8ro• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER <br />t.- <br />SCHEDULE OR I!L' NIGH MAX—PRE-ENG WD. TRUSS 1. 2x FASCIA PER <br />STRENGTH GLG. 2x FABGA PER AI� Ax 4n <br />BOARD REFERENCE ELEVATIONS o. ELEVATIONS W <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT ,� <br />PRE -ENO TRUSS SEE ENERGY CODE FORMS FG'R PRE-EW. TRUSS WALL SHEATHING STRUCTURAL DCONT. 2x RAT RUM SECURED PER Q <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = <br />REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CDE CODEFORM FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER TYP 2x FASCIA PER p <br />ELEVATION, p.H_ ELEVATIONS 5ro' GYPSI M BOAR OR 1/2' ON SHEET SNI. <br />R-41 INSULATION PRE-ENCs. GABLE TRU88 <br />HIGH STRENGTH CLG. BOAR PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP ,CREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS CIIF 2x P.T. SEr_URE0 AI <br />�BPECCATIONS MANUFACTURES STRUCTURAL DETAILS <br />2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MAMJFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' Or- <br />1/2* THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />9' CMU <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 COAT <br />1/2' GYP. WL.,50. <br />• cm <br />CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. <br />PORTLAND <br />ACPPLIED <br />WOOD BASE-- <br />DIRECTLY TO MASONRY <br />WOOD DARE <br />El <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLFZ L <br />0-0' FIN. PLR <br />0'-0' FIN. FLIR. <br />0'-0' FIN. FOR. <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2029) <br />„ <br />ACCORDANCE WITH FBCR 2020 <br />4 <br />NTH EDITION, SECTION R301.13 <br />a <br />1TH EDITION, SECTION R301.13 <br />AND 16005.1. <br />AND 16095.1. <br />W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />W/ WINDOW OPENING <br />T�L SECTION <br />" <br />L' <br />ti BB <br />l <br />NO OPENING <br />NOTE: <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SUBDIV. AC LoTil <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJECT# <br />04181.000-34 21 <br />MODRILe <br />3EAB <br />"1504- ALIV' <br />GARAGE 8WIPTG: <br />LEFT <br />PAGE: <br />DETAILS <br />16Q,,MPH W. C <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF �5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE �1 SCALE, 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 ITW EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III q(►^ <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 0 `.L <br />AR <br />Dw 4/07/21 <br />SCALE: 1/4"=l'-O" <br />RSHEET <br />D1 <br />