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I.-0. <br />TYP. <br />ON, <br />R FAR 2X4 TOP PLATE <br />R� T <br />PRE -FAD TOM <br />1/2' C.G. DOAPO <br />J 1/2' DRYWALL —�� � • � <br />SECURE BT. 8��, <br />PLATE TO SLAD OG <br />lu/ 10d nABONRT <br />NAIL • 32' O.G. <br />MAX <br />STUDS 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 16' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. FILM T ' 1r <br />r <br />(i)TYP. INT. WALL (NON—BRG.) <br />�1 SCALE, 314'.1'-V' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSMJ.1 <br />ON J' 0A$. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TF44W <br />MTL, DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLANDy <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />5' 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 />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•I'-0' <br />e,rLx a» wr_ <br />LN <br />: ► PM1C as.E POIW oAs Lr <br />oWP <br />W GYP. WL. ER <br />2l GAS LINE THRU BLOCK <br />F4L iq•.M.O <br />Vr THM 2 OOAT - <br />FOmLMD CM RW <br />RAa1ER'orm RD <br />osemy TO <br />MA*Q wr <br />lea <br />PASTRN1110 TO <br />TRACK 0RACKM <br />W/ F410 ET <br />APPROVAL REO. <br />COR WRAD <br />Pemm <br />aT1UG7URAL MR <br />2.0 P.T. WC <br />ATTACIRD TO rLL <br />CELL AS Fe <br />AITRDVAL RM <br />lEALAW <br />•4ocReRoo <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-O' <br />FIBERGLASS SHINCAES 2X4 SPF 24' O.G MAX. <br />OVER W FELT PAPER OR SECURE W/ (2)12d NAILS <br />FIBERGLASS 8HINGLEB SYNTHETIC PRODUCT, • EA END <br />OVER W FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES <br />2x BLOCKING STRUCTURAL <br />D TRUSSES OVER 30 FELT PAPER OR <br />OR SYNTHETIC R°.105.1.1 ON �' O.S.S. PER STRUCTURAL DETAILS <br />PRODUCT, INSTALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />PER SECTION RWS.1.1 PLYWOOD SECURED PER <br />RwqJ5. <br />ON J' OSJS. SHEATHING FASTENER SCHEDULE SHEATHING <br />IN O k C <br />OR }' CDX PLYWOOD STIR 6T AT ALL UPRIGHTS SHEATHING OR }• CDX <br />S/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR 1/2' HIGH FASTENER SCHEDULE —PRE-�' �• m' 41. FASTENER SCHEDULE <br />STRENGTH Q.G. TYP. �T1�188 TYP. <br />MTL. DRIP EDGE <br />BOARD RIEMCE MTL. DRIP EDGE Ox OH. <br />'POWER IELEVAll — ALL BTRUCTURAAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />RMS Ir <br />ELEVATIONS <br />SEE ENERGY CODE FORMS PRE-ENG TRJSS CONT. 2x RAT RUN 8ECURED PER <br />F/ <br />INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />PER ELEVATION MTL. DRIP EDGE PRE' GABLE TRIM INSULATION R-VALUES PRE-ENG GADLE TF1188 <br />2x FASCIA PER WEEP SCREED PER ELEVATION WEEP SCREED <br />ELEVATIONS 2x P.T. SECURED ER S/S' GYPSUM BOARD OR 1/2' <br />ER <br />R-4.1 INSULATION STRUCTURAL DETAIILS STRUCTURAL SECURED <br />8 <br />VENTED SOFFIT HIGH STRENGTH CLG. BOARD <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTURES <br />6PEGIFIGATIONB <br />R-4.1 INSULATION V2' THICK, 2 COAT <br />REFEENCE MADTUIESIsNT CATIONS PLASTER APPLIED <br />OR 'ND CEMENT <br />RENCE DIRECTLY TO MASONRY <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS 24' or. 1/2' THICK, 2 COAT PORTLAND bd P.T. FURRING <br />e• 011u CEMENT PLASTER APPLIED STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. <br />PORTLAND CEMENT S'C <br />WOOD BABE MU <br />WOOD BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />• < _ 0q m' FIN. FLR 0'-C' FN. FLR _ 0'-0' FIN. FLR <br />a. <br />a <br />a <br /><. a <br />4 <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION W5.1.1 - FOR ROOF <br />4 l—STORY HIP BLOCK WALLs )OPE YE eRLAYMENT SYSTEM <br />D1 SCALE' 3/4'•I'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />4 .. <br />a <br />4 <br />ti W/ WINDOW OPENING B TL SECTION <br />O O�PENIN <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE. 3/4'•I'-V' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />Y <br />1 <br />6 <br />aU13DM as LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #7 <br />PROJECT# <br />04181. 00-07071 <br />MODEL: <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 8w1NG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAT : 10/12/20 <br />8CAL.E: 1/4"=1'-0" <br />a*== <br />11111,. D1 <br />