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2X4 TOP PLATE <br />9 8, TOP <br />PLAN I/2• DRYWALL CHANNEL (25 <br />PRE-FAB TRUSS GA.) CCIORR MRAD <br />IR' THICK 2 COAT v CPU am <br />1/J' CLG. BOARD— •'i'B ^T iTRlCTUtAJ. PCI! <br />1/2' DRYWALL Glow L AFTLIID KiI.S.wr7lNT <br />DIZ.. <br />lCTL7 TO <br />3 5/8' OR 5 3/8' METAL STUDS ATTt C440 TO FILL <br />NOTE: STUDS IN 24' O.C. 20 GA METAL To BE CILL AS FVR <br />PARTITIONS SUPPORTING INSTALLED IN WALLS PF"WAL Rm1/2' DRYWALL WALL HUNG PLUMBING RECEIVNO UPPER/ LOWETOOR <br />, OR 5 CA"iHowul iaALwT 4 <br />CABINETS AND TUB/SHOWER BOTTOM wACfaR RCDFIXTURES AND WALL GA METAL TO BE INSTALLEEL (25 UTATHKIs iTRIF'CABINETS SHALL BE NOT N ALL OTHER WALLS. STUSECURED L1♦ �� feA7L <br />LESS THAN 2x4, WHERE TO BE SPACED I6' O.C. AT 2ONC Y FYC RJRM FOR aw LN TRACK 6RACKffT6 <br />DOOR D (BY <br />FLOOR WALLS ADJACENT Oy <br />2x4 WOOD SPADED NOT MORE STAIR WELLS AND BATHROOFLOOR o 9/a' W 6Mw-ND. FAiTWD TO <br />SECURE BT. STUDS i24' THAN 16' O.G. OR, NOT WALLS W/ TILE FINID FLOOR -��WOM RAN WCCO JAMP FIR <br />PLATE TO SLAB <br />Iw I0d MASONRY OC• LESS THAN 2x6, WHERE WOOp AFr4WV,,L RIu2, YaRr -ALNAIL i 32' O.C. SPACED NOT MORE WOOD BASEBOARDW wr MILK r wr otHl!Rs <br />FAKWD TOTRACK DRADQMAX THAN 24' O.G. w, mop=RD01IAPPROVAL RM <br />SLAID <br />H FLOOR <br />FIN. FLR <br />1—STORY TYP. INT. WALL 2B GAS DINE THRU BLOCK s���GARAGE DOOR JAMBS <br />AC.1Liw•.r-r D1 SCALE: I I/2'•I'-0' <br />��TYP. INT. WALL (NON—BRG.) _1A METAL STUDS (NON—BRG.) <br />D1 SCALE: 3/4*-I'-0' D1 SCALE= 3/4'•I'-V <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER i -0 <br />ELEVATIONS TYP' <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0• FIN. rmR <br />v <br />4 5/8' GYPSUM BOA <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />p!ER ELEVATION <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION --� <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24. O.G. <br />8' CMU <br />/ I/2, GYP. WL. BD.— <br />WOOD BASE <br />n W/ WINDOW OPENING <br />VL <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR WWA. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />-ITH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />r.-� TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FEICR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 OFF 24. O.C. MAX. WITH UNDERLAYMENT <br />WITH L040MAYMENT SECURE W/ (2) 12d NAILS AS PER POOR <br />90909.1.1. <br />AS PER FBCR 5.1.1. i EA. END ROOF SHEATHING <br />RTHICKNESS ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET ON]. <br />SHEET SSECURED PER FASTENER SCHEDULE <br />SECURED PER <br />FASTENER <br />NER SCHEDULE <br />STIFFBACK AT ALL UPRIGHT8 <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />9 PRE-ENG WD. TRUSS 9' 2x FASCIA PER <br />2x FASCIA PER MAX Ax. <br />ELEVATIONS o ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS AS PER WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE -END. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI, <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. Or- <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />IN FLR ° _ 0'-0' FIN. FLR <br />8' CMU m <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />A W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />t5 I —STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />1 SCALE: 9/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR WE7.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />MA@*@C <br />o <br />F <br />fA <br />UDDIV. ee LOTBBOTT PARK <br />LOT #18 <br />BLK #11 <br />PROJECT* <br />04181.000-18111 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE SPIKING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />pp.rNT 7' <br />DATE. 09/21. 21 <br />MICALE: 1/4"=1•-0" <br />SHEET <br />D1 <br />