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2X4 TOP PLATE <br />CORWt PRE -I TRUSS �� <br />Vr' THICK 2 COAT*Dom <br />' aru m <br />IR' CLCG. BOARD A�"1-2.r RT. YDNOTE: STUDS IN " AS FM� A� mePARTITIONS SUPPORTINGT!'IlDVAL Rn <br />�' DRT' LL WALL HUNG PLUMBING �x''M nA1. �Epp1441 N. RONALD REAGAN BLVD.FIXTURES AND WALL eATHee sTiar LONGWOOD, FL 32750'CABINETS SHALL BE NOT DO NOT art ►� la"''1 AuRC►O(BY .407-774807gng.Up8LESS THAN 2x4, WHERE nwt� FAX:407.774.40782x4 uaoc SPACED NOT MORE y.,.r,,�p,v..�LST. BOhD BEAM HOT Cut pelf o@tm wwwAA #: a10003325 tootPLATE TO SLA5 STUDS •24' THAN 16' O.C. OR, NOT SOLD ala7Ut THE BOI•D reco Gwc WWO JAMB PER <br />O.CS W/!V- % BEAM VM*WAD DOOR <br />neooucT <br />V Wd MASONRY LE86 THAN 2x6, WHERE <br />NAIL . s2' oc <br />MAX THAN 2D NO07 MORE <br />_ <br />r2) ca2aE __ REBARb <br />;_ . _ <br />�...:, <br />APPROVAL RLG � neAcx <br />TRACKDRACKM ie on <br />BT OrAm <br />oNc. BLAB <br />( <br />Of ra <br />APPRIWAL I!G <br />FIN M R <br />PIPE THROUGH BOND BEAM <br />° °exE 3/4''r-°' <br />2e��GAS LIN�E THRU BLACK <br />s GARAGE DOOR JAMBS <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE:11/2'•i'-0' <br />IQV <br />D1 SCALE. 3/4'.I'-C' <br />FIBERGLASS BHMGLEB <br />WITH UND S6, SHI 21- <br />FIBERGLASS 814INGLES <br />WITH UNDEPLAYMENT <br />AS PER FBCR W5.L1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX. <br />SECURE UV (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHIINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNL <br />1 <br />I? <br />t" <br />c <br />4 <br />� <br />w <br />P15ERSLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />PER STRUCTURAL DETAILS <br />SECURED PER <br />AS PER FBCR 905.1.1. <br />ROM ESS AS P <br />THICKNESS A5 PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />FASTENER <br />ROOF SHEATHING <br />SHEET SN1. <br />THICKNESS AS PER <br />SECURED PER <br />STIFFBACK AT ALL UPRIGHTS <br />514EET SNI. SECURED <br />/S' GYPSUM BO <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />eTRENGTH <br />SCHEDULE <br />CL G, <br />2x FASCIA PER <br />MAX--PRE-EW+ �• TRUSS AX <br />2x FASCIA PER <br />40 <br />BOARD <br />REFERENCE <br />ELEVATIONS <br />o <br />ELEVATIONS <br />W <br />STRUCTURAL <br />VENTED SOFFIT <br />PER ELEVATION <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />WALL SHEATHING <br />CONT. 2x RAT RIM SECURED PERt;s <br />Q <br />PRE-ENG TRU88 <br />INSULATION R-VALUES <br />PRE-ENG TRUSS <br />THICKNESS AS PER <br />STRUCTURAL DETAILS <br />WALL BHEATHMG <br />I <br />MTL. DRIP EDGE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />SHEET BNI. SECURE PER <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-vALUES <br />THI PER <br />PER ELEVATION <br />FASTENER SCHEDULE <br />PER ELEVATION <br />SNL E <br />SHEET SNL SECURE PER <br />2x FASCIA PER <br />TYP <br />2x FASCIA PER <br />ON AFIEEt SN1 <br />FASTENER SCHEDULE <br />ELEVATIONS <br />0J1. <br />ELEVATIONS <br />PRE-ENG. GABLE TRUSS <br />5/8' GYPSUM BOARD OR 1/t' <br />ON SHEET SNL <br />VENTED SOFFIT <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHN 1ENT <br />WEEP SCREED <br />AS MANS TURFS <br />2x P.T. SECURED <br />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 />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />PENCE <br />STRUCTURAL <br />STRIPS 24' OG. <br />1/2' THICK 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />9' cm <br />C:ETTET•IT PLASTER APPLIED <br />2' <br />1/2' THICK 2 COAT PORTLAND <br />1/2' GYP. WL. BD. <br />DIRECTLY TO MASONRY <br />1/!' THICK 2 COAT1/2' <br />GYM WIL. DO, <br />C> MU <br />CEMENT PLASTER APPLIED <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WDOD BASE <br />APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />_ <br />— _ <br />0'-0' FIN. FLR <br />0'-0' FIN. FLR. L <br />_ J 0'-0' FIN. FLR <br />a• .. .. <br />°, GMU <br />A. <br />•+ <br />• <br />ROOF SHEATHING THICKNESS IS <br />,, . ; tl' :. <br />-. ROOF SHEATHING THICKNESS IS <br />•. a <br />ENGINEERED PER ASCE 1-16 IN <br />•. ENGINEERED PER ASCE 1-16 IN <br />a <br />4i' ' :. <br />ACCORDANCE WITH FBCR 2020 <br />..' ACCORDANCE WITH FBCR 2020 <br />. <br />4 <br />ITH EDITION, SECTION R301.13 <br />.a <br />' a• <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />AND 1605.5.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />WALL, SECTION <br />n <br />B <br />�TYP. <br />NO OPENING <br />NOS <br />NO OPENI NG NOTE. <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />ABBOTT <br />PARK <br />LOT #25 <br />BLK #7 <br />PROJECT* <br />04181.000-25071 <br />MODRU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />6 H <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF /"6— 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: WW-F-0' UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'"1--0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 <br />ORARLN III OR OR ASTM III <br />PED UNDERLAYMENT. <br />PEIUNDERLAYMENT. JU 17 20 <br />�A <br />DATE: 06/14/21 <br />SCALE: 1/4"=l'-O" <br />DIEM= <br />D1 <br />