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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />U2' CLCA BOARD <br />_ Vi' DRYWALL <br />SECURE ST. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />2X4 WOOD <br />STUDS *24, <br />O.G. <br />SLAB <br />IVYIC: 01 UYrt IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />5' OIA SLEEVE, <br />DO NOT CUT <br />REDAR <br />FiPE <br />BONA pEA'I NOT CUT <br />AME <br />SOLID GROUT TFE BOND <br />W/ (U- '5 _ BEAM <br />(2) COURSE NEI <br />mD Sm <br />P sASLNE <br />1/2' THICK 2 COAT - <br />PORTLAND cfFBNr <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />WOW JAM PER OALV. STEEL-- <br />RSO. VERTICAL TRACK <br />BY MAW. <br />PASTBED TO <br />TRACK BRACKSTS <br />W/PRODUCT <br />APPROVAL Ala. <br />OHM BEAD <br />CPU we <br />ATTACHED TO R-L <br />CELL AS PER <br />AFPRDVAL REG <br />SSALAIT N <br />B.ACKE! ISDD <br />FIN. FLR 2A PIPE THROUGH BOND BEAM <br />D1 SCALE, 3/4.I'-0 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />1TYP. INT. WALL NON-BRG. SCALE: 1 1/2'.1'-0' <br />D 1 SCALE: <br />FIBERGLASS SHINGLES <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 <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 />I'-,. <br />TYP. <br />O.H. <br />5/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />ELEVATION <br />`— INSULATION WIND <br />LNIV Imo_ WNDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' Or- <br />a, CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE — <br />0 -0� <br />a- a <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />e ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />Ml-STORY HIP 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 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D406S 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 U1/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />AS PER FBCR W511. • 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-ENG WD• TRUSS 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 />THICKNESS AS PER STRUCTURAL DETAILS 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 W14ECIULE <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SWEET ON]. <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />2x P.T. SECURED PER WEEP SCREED <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD. <br />Cm <br />PORTLAND CEMENT WOOD BASE ° <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ J� 0'-0' FIN. FLR <br />8' CMU <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />4. 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />i W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r_6_-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNOERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M 0003328 <br />o <br />SEE <br />G <br />a <br />� <br />� <br />h <br />D <br />F <br />csj <br />$ ABBOTT T <br />PARK <br />LOT# 28 <br />BLK# 9 <br />PROJECT# <br />04181.000-28091 <br />MODEL.• <br />4EHB <br />N'2605-HAYDENN' <br />GARAGE 91/ING: <br />LEFT <br />PAGE: <br />DETAILS <br />lt�60 MPH <br />