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2X4 TOP PLATE <br />OOIKR DEAD <br />W TWOK 2 COAT r CM! ew <br />PRE -FAD Tft" ��� STRWaTURAL role <br />117 <br />I/!' CLG. BOARD DI#ecn.r io L� <br />MASONRY ]:e/. Rt. uD <br />ATTAGID TO FILL <br />CELL AS FM <br />NOTE: STUDS IN <br />PRODUCT <br />APF"WAL OEM <br />PARTITIONS SUPPORTING @RALANT41441 N. RONALD REAGAN BLVD <br />1/2' DRYWALL WALL HUNG PLUMBING -FARuLONGWOOD, FL 32750 <br />FIXTURES AND WALL HOULDINn ALL PH: 407-774.6078 <br />AROUND CABINETS SHALL BE NOT I DOOORPP~.) FAX-407-7744078 <br />LESS THAN 2x4, WHERE V VIA SLEEVE, ay tleacx BRAaa» www.abdesigngroup.com <br />CURE BT. 2x4 WOOD SPACED NOT MORE D NOT cur � � �v. OVEJO L40 Dose <br />yr atP. r.. ao. AA #: 0003326 <br />PLATE TO SLA15 STUDS a24• THAN Ib' O.C. OR, NOT BYOn�a <br />W t IOd MASONRY O.C. LESS THAN 2x6, WHERE pO10, BEAM HOT cur APPROVAL "`� Br naF ` 1eoo�i <br />SOLID 61eOJT THE BOND PAS TBtD TO <br />NAIL a 32' O.C. SPACED NOT MORE Wv nl- s SaAM TRACK BFIACM <br />MAX THAN 24' OZ. (2) COURSE __ ItE0AR8 UY PFIo�0O11Cv PRODUCT <br />0 <br />0 ® GLAD <br />.01 %3 GARAGE DOOR JAMBS <br />2 \PIPE THROUGH BOND BEAM GAS LINE; THRU BLACK <br />Dt SCALES Si4•.r-m• D •.r-r D1 SCALE: I IR'al'-0' <br />� i)TYP. INT. WALL (NON- BRG. ) <br />D •� SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 8PF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDER4AYMENT SECURE W/ (2) 12d NAILS AS PER PDCR W5.1.1. <br />FIBERGLASS SHINGLES <br />AS PER IH3CiR 909.1.1. a EA. END ROOF SHEATHING <br />T4 <br />REM <br />FIBEIa^sLA58 SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />AS PER FBCR 9m3.1.1. THICKNESS AS PER SHEET SNI. <br />WITH UNDERLAYMENT SHEET SM. SECUVO PER PER STRUCTURAL DETAILS SECURED PER <br />AS PER FBCR WWII. ROOF SHEATHING FASTENER 604EDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />SHEET SNI. <br />THICKNESS AS PER SECURED PER PER STRL TU ALL UPRIGHTS <br />SHEET SNI. SECURED g/S• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR I/2' HIGH 1. V U/ <br />SCHEDULE STRENGTH CLG. 2x pASCIA PER MA PRE-ENG UA7• TRUSS AX 2x FASCIA PER W <br />BOARD REFERENCE ELEVATIONS e3 !i ELEVATIONS <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 <br />PRE-ENG TRUSS PRE-E.IG TRUSS WALb SHEATHING STRUCTURAL DETAILS <br />FG4e <br />INSULATION R-VALUES THICKN 88 AS PER WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL DRIP EDGE SEE ENERGY <br />CODE P 1S <br />SHEET SNI. CURE PER THICKNESS A8 PER <br />m. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYP. 2x FASCIA PER CiT•1 SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />5/8' GY -SLIM BOARD OR 1/2' ON SHEET ON]. <br />ETE SOFFIT O.I,I• ELEVATIONS PRE-ENG. GABLE TRU88 HOW STRENGTH CLG. BOARD PRE-ENG, GABLE TTy,155 <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT <br />WINDOW ATTACHMENT WEEP SCREED WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />-RIEPERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS a 24. O.C. <br />1/2' THICK 2 COAT PORTLAND <br />_ <br />Ix2 P.T. FURRING <br />S' GMU <br />CEMENT PLASTER APPLIED <br />STRIPS a 24' OZ. <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THI�,K, 2 COAT <br />V2' GYP. LLL. DD. <br />S' CMU <br />CEMENT PLASTER APPLIED <br />1/2' GYP. ILL. BD. <br />_ <br />PORTLAND <br />WOOD RASE <br />DIRECTLY TO MASONRY <br />WOOD RASE <br />APPLIED <br />DIRECTLY T MASONRY <br />C# <br />0'-0' FIN. FLRJI, <br />_ ° <br />_ 0'-C' FIN. FLR. <br />0'-0' MIN. FLR l <br />_ 0-0' FIN. FLR <br />d ®. <br />S' CMU <br />e <br />ROOF SHEATHING THICKNESS IS <br />a. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />- <br />ENGINEERED PER ASCE '1-16 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />, <br />ACCORDANCE WITH FBCR 2020 <br />° <br />'ITH EDITION, SECTION R301.13 <br />4° <br />ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />AND 16095.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />B <br />" <br />NO OPENING <br />NOTE. <br />NO OPENING <br />NOTE= <br />BUBDIV. Z LOT <br />ABBOTT PARK <br />LOT #10 <br />BLK. #11 <br />PROJECT# <br />04181.000-10112 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4'.1'-0* UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 A1 2 L <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />NO 23 <br />nRurr <br />4/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />