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2X4 TOP PLATE <br />7PNE-FAS TRUSS wr TIMO� 2MULAAV WAT <br />1/2' CLCs. BOARD AP M6D 6Tl Caw Fm <br />Dseca.Y TO <br />MA60NW 2.6 P.T. MD <br />ATTACW MD TO I" <br />1 <br />STUDS IN Gau A6 FM <br />PARTITIONS SUPPORTING W-rowvAIL 1m <br />14' DRYWALL WALL HUNG PLUMBING CA" AxoMMAL GRALAW 4 <br />MAC41e RM I."I N. RONALD REAGAN BLVD <br />FIXTURES AND WALL WATHM67 P LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT iy,,,,M,,.,,, tea, FAX: 407-774-6078 <br />o7a7aao e <br />LESS THAN 2x4, WHERE a„ oav M1YI <br />SECURE DT. 2X4 WOOD SPACED NOT MORE "• •�r. � MD. FMTEAD To AA N: 0003326 <br />nMAac IMIRAOCCM www.abdosigngroup.com <br />ATE TO SLAD STUDS •24' THAN I(v O.G. OR, NOT Moon ages V= JAPE F411 <br />OL. F'R70a¢r GIALY.. WW=U <br />oeewaao Dose <br />W/ Wd MASONRY LESS THAN 2x6, WHERE <br />NAIL • 32. Oa SPACED NOT MORE <br />^�O °L1� veRnTRAM I'm er ones <br />MIT TR TO <br />MAXW <br />THAN 24' O.C. <br />TRAM§Pt*AOQM <br />Mw 'tl011 <br />Moplcr <br />. SLAB <br />APneovALleea <br />FIN. FLR <br />2 GAS LINE THRU HIACK <br />s GARAGE DOOR JAMBS <br />"''" <br />D1 SCALE: 11/2'•I'-V' <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.I'-0' <br />OVER M30 FELT PAPER VERGLA88 SHINGLES <br />FIDEWSLASB SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING, DETWEEN TRUSSES FIBERGLASS SHINGLES <br />g <br />S <br />:. <br />3 <br />Ic <br />1`I15ER43LA88 SHINGLES OR SYNTHETIC RB05.0 ON J' O.SUB. PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />OVER 90 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX <br />OR SYNTHETIC SYNTHETIC PRODUCT, <br />PRODUCT, INSTALLED PER SECTION R805.0 PLYWOODC R D ER METALLED PER SECTION <br />PER SECTION RW511 ON �' 0.8U5. SHEATHNG STIFFDACK AT ALL UPRIGHTS SHEATHING OR }' CDX <br />ON J' OAU5. SHEATHING 5/8' GYP8IAM SCAM OR CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />SECURED PER FASTENER SCHEDULE <br />OR }' GDX PLYWOOD OR 14' HKMH i'-0' �'•0' <br />FASTENER SCHEDULE PRE-ENG WD.TRUSB <br />SECURED PER STRENGTH CLG. rYP. rYP. <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE DOARD REFEMTL. DRIP EDGE OUa. OUa. <br />EVATION STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />yo ELEVATIONS ELEVATIONS Z' <br />SEE ENERGY CODE FORMS FI CONT. 2x RAT RUN SECURED PER // O <br />PRE-EWG TRUE INSULATION R-VALUES PRE-EWA TRUSS VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT i <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENER0 RUES �J <br />PER ELEVATION PRE-ENG. GASLE TRUSS SEE GA <br />TRI.I88 <br />i -m• WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASCIA PER TYp 2x FASCIA PER <br />ELEVATIONS 0A. ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR 1/2' <br />2x P.T. SECUREDR-4.I INSULATION STRUCTURAL DETAILS PER <br />STRUCTURAL DETAILS <br />ER <br />VENTED SOFFIT VENTED SOFFIT HIGH STIE:NGTHCLG. DOARD <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION <br />14' THICK, 2 COAT <br />REFERaNCE <br />AS'ATIONS PER <br />TURES <br />PORTAND T <br />TER <br />STRUCTURAL <br />MANUFACTWINDM <br />SPECIFICTACHMENT <br />APPLIED <br />RENCE <br />DIRECTLY TO MASONRY <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24'Cr_ <br />1/2' THICK 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />8' CI'AJ <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' O.C. <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK 2 COAT <br />1/2' GYP. WL. SD. <br />CEMENT PLASTER APPLIED <br />14' GYP. WL. 50. <br />PORTLAND CEMENT <br />CMU <br />DIRECTLY TO MASONRY <br />WOOD SASE <br />PLASTER APPLIED <br />WOOD EASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. L <br />0'-0' FIN. FLR <br />0'-0' FIN FLR <br />0'-0' FIN. FLR <br />a <br />B• cm <br />a <br />a <br />W/ <br />4 <br />WINDOW OPENING <br />TYP. WALL SECTION <br />4 <br />W/ WINDOW OPENING <br />SECTION <br />, <br />H <br />le <br />BALL <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4.12 A <br />aysaly aM�oT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #10 <br />P1tojzcT* <br />04181.000-02104 <br />MODRIa <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE EWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />(j)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM %6'�1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'•I'-®' IS REQUIRED. FOR ROOF SLOPES D1 SCLE A, 3/4'"r-0' <br />OF 4:12 OR GREATER (1) LAYER o^ <br />UNDERLAYMENT IS PERMITTED BUT 1 L <br />MUST BE PER ASTM D226 TYPE II, l <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />A. <br />No <br />rppDA 05/12/20 <br />BCALM- 1/4"=1'-0" <br />B*Ec= <br />D1 <br />