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2X4 TOP PLATE <br />PLAN Y <br />PRE-FAB TRUSS <br />7 7 --Z <br />In' CLG. BOARD <br />1/2' DRYWALL Tor <br />SECURE ST. BTUt <br />PLATE TO SLAB <br />W/ 10d MASONRY O'C. <br />NAIL • 32' OjC. <br />MAX <br />FIN. FLR <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 16' O.C. OR, NOT <br />LESS THAN 2x(o, WHERE <br />SPACED NOT MORE <br />THAN 24' O C. <br />�1TYP. INT. WALL (NON—BRG.) <br />D� SCALE: 3/4'.I'-& <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 1105.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ONI, SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUE J J� <br />MTL. DRIP EDGE J/ <br />2x FASCIA PERI .0 <br />TYP. <br />ELEVATIONS / <br />OH. <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />B/S' GYPSIPI Bl <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />S' DIA SLEEVE, <br />DO NOT QIT <br />R2DAR <br />FIFE <br />BOND BEAM NOT co <br />SOLID CR= THE BOND <br />W/ fly 9 BEAM <br />l2) COWts! REBARS <br />/2AIPIPE THROUGH BOND BEAM <br />SCALE. 9/4'•I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />TI <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FI <br />ENG TRUSS <br />NSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.I INSULATION <br />VENTED SOFFIT <br />L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />i—/ SPECIFICATIONS -� <br />i�r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS � 24' O.C. <br />El El 1/2' THICK, 2 COAT PORTLAND <br />g• CMU Et. tA CEMENT PLASTER APPLIED <br />�, GYP. WL. BD. _ DIRECTLY TO MASONRY <br />WOOD BASE <br />(I- W/ WINDOW OPENING <br />n <br />�0'-0'FIN FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 160E 5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4.,1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR 905.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 049*5 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />w1m rem"Lm <br />.80. <br />2B GAS LINE THRU BLOCK <br />_.— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />iiilRfSir��%?= <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />VV THICK, 2 COAT-1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' cm <br />1. <br />=NEI <br />♦ � ♦ 4���� I <br />APPVWV•T �i.�Lv. sruL-wEIaYAD POOR <br />ATRD�AL loll. YlllTH:AL 7RAOC r r� ev rn�r <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNOERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />7� <br />BTIFFBACK AT ALL UPRIG HTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG LLD. TRUSSS AX. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT SECURED PER / <br />STRUCTURAL DETAILS WALL SHEATHING <br />J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES THICKNESS A8 PER <br />PER ELEVATION SHEET SECURE PER <br />FASTENER <br />SCHEDULE <br />5/8GYPSUM BOARD OR 1/2'ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS s 24' O.C. <br />1/2' GYP. WL. BD. S, CMU <br />l— WOOD BASE <br />0'-0' FIN. FLR <br />a <br />.. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />a • ° 4' ITH EDITION, SECTION R301.13 <br />AND I609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOUD FOR THE <br />SCALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.I.I.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q <br />O <br />a <br />8 <br />r <br />� <br />b <br />C <br />1i w <br />f <br />0 <br />I <br />aTLT13DIV. de LOT. <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJMCT* <br />04181.000-32113 <br />MODSIA <br />4EHB <br />"2605— HAYDEN" <br />OAICAOR awn?O: <br />RIGHT <br />PAGM: <br />DETAILS <br />60 MPH EXP. <br />SEP <br />DA1�B-. wE /21 <br />SCALE: 1/4"=l'-O" <br />8HEET <br />D1 <br />