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4 <br />,, 2X4 TOP PLATE <br />rF1'WUSS <br />V2' CL& BOARD <br />to, OftyuIALL <br />SECURE ST. 2X4 WOOD <br />PLATE TO SLAB STUDS 024' <br />W/ We MASONRY or_ <br />NAIL • s2. OL. <br />MAX <br />SLAB <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHEN <br />SPACED NOT MORE <br />THAN 16' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G- <br />FIN. FLR T � ' S <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 9/4'.P-0' <br />FIRE -4 ASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I/2' THICK 2 COAT PORTLAND-1-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />9/S' GYPSUM Be <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />S' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />RE5AR5 <br />2A PIPE THROUGH BOND BEAM <br />21 SCALE.3/4'•I'-O' <br />SEE ENERGY CODE FORMS <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRNG— <br />STRIPS • 24' OG. <br />&' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />a. <br />.a <br />4: <br />n W/ WINDOW OPENING <br />MAL <br />MN"•YLN <br />j•c. <br />2B GAS LINE THRU BLACK <br />ee .r r <br />FIBERGLAS& SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHNGLEB <br />AB PER FOCR 90 $ LL <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER FBCR 90b.1.L <br />7HIGS E AB PER <br />ROOF BREATHING <br />U <br />SHEET 8NL SECURED PER <br />THICIGE88 AS PER <br />FASTENER SCHEDULE <br />SWEET SNL <br />SECURED PER <br />FASTENER 804EDULE <br />MTL. DRIP EDGE <br />9' <br />2x FASCIA PER <br />MA7 <br />—REFERENCE <br />ELEVATIONS O•W <br />STRUCTURAL <br />VENTED SOFFIT <br />PR=-ENds TRUSS <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECUREER P <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />2x FASCIA PER <br />ON SHEET SIMI <br />ELEVATION& <br />PRE-ENG. LADLE TRU88 <br />VENTED SOFFIT <br />WEEP SCREED <br />2x P.T. SECURED PER <br />/ <br />STRICTURAL DETAILS <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16099.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TBE USED FOR THE <br />(2)1—STORY HIP BLOCK WALL <br />INSTALLATION OF ROOF <br />D1 SALE' 5/4''I'-V UNDERLAYMENT IN ACCORDANCE <br />WITH FSCR 905.1.1.1 OF THE FECR <br />2020 1TH EDITION IS 44 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 049169 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1,2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />�o -v �orwsew came <br />wY MAP. MY 01NM <br />3 GARAGE DOOR JAMBS <br />D 1 SCALE: 1 1/2' • 1' -0' <br />1_2X4 &PP 24' O.C. MAX.— <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS <br />STRUCTURAL 2x RAT RUN SECURED FER� <br />STRUCTURAL DETAILS J <br />SEE ENERGY CODE FORMS FOR <br />NSULATION R-VALUES <br />PER ELEVATION <br />\ 5/e' GYPSUM BOARD OR 1/2' <br />14614 STRENGTH C.L.G. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />IREFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRNG <br />STRIPS • 24' OG. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90b.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />THICXM86 AS PER <br />8-EET SNI. SECURE PER <br />FASTENER SC44EDULE <br />ON SHEET SNI. <br />PRE-ENG. CsABLE TRISB <br />WEEP SCREED <br />2x P.T. SECURED PER <br />8TRIICTURAL DETAILS <br />IN FLR _ 0'-0' FIN. FLR <br />B a•• a. <br />`' ROOF SHEATHING THICKNESS IS <br />A. ENGINEERED PER ASCE -1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />' °•' 4• 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />`1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />5 SCALE, s/4'.I'-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR 905.1.1.1 OF THE F5CR <br />2020 ITH 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 />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />eo <br />Q <br />rQ <br />$ <br />a <br />�5� <br />BUBDIV. A&C I107: <br />ABBOTT PARK <br />LOT #13 <br />BLK #11 <br />PROJECT* <br />04181.000-13111 <br />MODEULa <br />E401 <br />"2828-ENSLEY' <br />GARAGE BITI TG: <br />RIGHT <br />PAGE: <br />DETAILS <br />V16A MPH alc <br />18 <br />DATE: 6/15/21 <br />SCALE: 1/4"=1'—Q" <br />SHEET <br />D1 <br />