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2X4 TOP PLATE <br />R R <br />AN <br />CORIM READ <br />PRE-FAB TRU88 <br />Va'trL'ov COAL <br />R' aRa <br />W. CLIa BOARD <br />� � <br />c MAI <br />C401m LT TD <br />nLedner <br />faroo m <br />IIla1'OIaCe'0i1 <br />:ar Mr. ao <br />NOTE: STUDS IN <br />ATTAO= To PILL. <br />C" Aa FOR <br />PARTITIONS SUPPORNG TI <br />APPRorAL Rao. <br />V2' DRYWALL <br />WALL HUNG PLUMBING <br />uo auL <br />� <br />IXTURES AND WALL <br />CABINETS SHALL BE NOT <br />s DIAxEEve. <br />DO NOT Cur <br />LM <br />WATHM67W <br />MMILDNI ALL <br />LESS T <br />THAN 2x4, WHERE <br />A <br />r RO Yaw Pon am LLee <br />ARIPUM (BY <br />DOOR m~j <br />SECURE BT. <br />2X4 WOOD <br />SPACED NOT MORE <br />mom CAM Not aIr <br />a,. <br />N• a1T. L aD. <br />RALV. aTEEL <br />FAMNIMRT » <br />PLATE TO SLAB <br />BTWS 024' <br />THAN 16' O.C. OR, NOT <br />BouD GR r tHE ROrID <br />a <br />a om JAIM PoR a,ALv. stEn <br />uI/ Imd MASONRY <br />oC• <br />LESS THAN 2x6, WHERE <br />R2 tU- s _ REAM <br />/a)eouaE R2RARS <br />� Rao. VaRTICAL TRACK <br />by Doae <br />D1 oTWe� <br />NAIL • 32' O.C. <br />SPACED NOT MORE <br />__ <br />By MAP. itw <br />TRAC MD TO <br />MAX <br />THAN 24' O C. <br />TRACK RRACIQL» Room <br />aV PRODUCT <br />. BLAB <br />APPROVAL RM <br />�-® <br />2A PIPE THROUGH BOND BEAM <br />- <br />FIN. FLR <br />SCALE• 3/4'.I'-m' <br />GARAGE DOOR <br />JAMBS <br />2B GAS LINE THRU BLOCK <br />3 <br />SCALE:11/2'.I'-0' <br />(S1TYP. <br />INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'•1'-& <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS—� <br />MTL DRIP EDGE <br />2x FASCIA PER 1 ELEVATIONS OA" <br />OH <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM BI <br />OR 1/2' HIGI4 <br />STRENGTH CLG. <br />BOARD <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. O.C. <br />a' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLFLI 1.1 <br />e ° <br />• a' <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 8141. <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 />IQ' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Ak 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160S.S.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�11-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.r-a 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 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <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 905J.1. <br />AS PER PBCR 905.1.1. • 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 UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX '--PRE-EWA UWJD• T00I AX. 2x FASCIA PER <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 A8 PER LLUU.L 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-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 MSULATICN STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRICTURAL <br />-'' Ix2 P.T. FURRING <br />STRIPS o 24' O.G. <br />V2' THICK. 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT S' CMU <br />PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />V-0' FIN. FLR 0'-0' FIN. FLR <br />S' cm <br />°. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° ° n 1TH EDITION, SECTION R301.13 <br />AND 1605.5.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />6 1-STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-m• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH 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. 'U <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />8 <br />c <br />SUDDIV. as LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PROJECT* <br />04 1.0 0-06131 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAOE: <br />DETAILS <br />160 MPH EXP. C <br />paurr mm"' <br />DATE, 09/21/21 <br />oc.%xx: 1/4"=1'-0" <br />SI•IESP <br />D1 <br />