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2X4 TOP PLATE <br />PER R <br />PLAN <br />PRE-FAB TRUSS <br />1/2' CLG BOARD <br />1/2' DRYWALL —��. T`) <br />SECURE BT. STUN <br />PLATE TO SLAB <br />W/ 10d MASONRY O.G. <br />NAIL • 32' OIC. <br />MAX I "r <br />BLAB <br />FIN. FLR <br />TION$ SUPPORTING <br />HUNG PLUMBING <br />;ZES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' Or- OR, NOT <br />THAN 2x6, WHEN <br />ED NOT MORE <br />24' O.G. <br />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 105.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENG TRUSS JJ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER I�-0' <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND' <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />a• <br />n <br />'a <br />• 4: <br />5/8, GYPSUM BI <br />OR IR' HKaH <br />STRENGTH 0A. <br />BOARD <br />3 5/0, Olt 5 <br />1/2' DRYWALL <br />3/8' TOP <br />CHANNEL(25 <br />GA.) <br />IR' DRYWALL <br />3 5/8. OR 5 3/8' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />METALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5ro' OR 5 <br />CABINE76 AND TUDAM40 ER 25 <br />3/8' DOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS, STUDS <br />GAJ SECURED <br />fv <br />TO BE SPACED 16' OG. AT 2ND <br />TO CONC <br />FLOOR WALL6 ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />WALLS W/ TILE FINISH <br />PAP t TO <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IRENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OG. <br />W CMII <br />1/2' GYP. WL. BD: <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />ti <br />WOOD FLooR <br />W 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS NON-BRG. <br />D 1 SCALE, 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 909.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SN. <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 />1/2' THK.IC, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FILM <br />° • ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br />«' ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.1.3 <br />AND 16055.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />4 METHOD TO BE USED FOR THE <br />1-STORY HIP BLOCK WALL <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r•o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLOCK <br />M 4D_4T4�� I �---------------- i�iTiTi�i?�i�iTiTi!iFi�i4i <br />�i <br />RHO. NRTIGAL iRACJC `OvWa•AD DOOR <br />OY H". DY onm* <br />PAOTMAD TO W-01 <br />TRA=OMAOORH ROOf7 <br />lw PRO= <br />ATRT/AL RHO. <br />3 GARAGE DOOR JAMBS <br />p1 SCALE: 11/2'•1'-0' <br />PIBEWGLASS 2x4 SPF 24. OZ. MAX WITH UNDERLAYMEN E8 <br />FIBERGLASS SHINGLES <br />WITH LINDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 10511. <br />AS PER FBCR 10S.IJ. • EA. END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKsHTB <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER <br />ELEVATIONS 0. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RJN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING <br />SWEET ON]. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SWEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNL <br />PRE-ENG. GABLE TRUSS WEEP SCREED REHIGH STNGTH CLG. BOARD PRE-ENGGA <br />BLE ABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4J INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING e: <br />STRIPS o 24' O.C. <br />V2' THICK, 2 COAT 1/2' GYP. Ilk. BD. <br />PORTLAND CEMENT 8' Cm <br />PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR _ _ 0'-C' FIN. FLR <br />•. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-11b IN <br />° ACCORDANCE WITH FBCR 2020 <br />4 NTH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77"078 <br />FAX: 407-774-4078 <br />w .abdeslgngroupxom <br />AA 8: 0003325 <br />4 <br />Il <br />a <br />BUDDIV. 89 LOT: <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />PROJECT# <br />04181.000-43071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAOE BVIINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />IR.160 MPH E . C <br />DRnrr APS. 9/21/21 <br />SCALE: 1/4"=1'-0" <br />sitEET <br />D1 <br />