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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />1/2' CLG BOARD <br />I/7' DRYWALL 1 ` 1 <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL 0 32' O.C. <br />MAX <br />FIN. FLR, <br />2X4 WOOD <br />STUDS .24' <br />OG <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x&, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 8/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FDCR 905.1.E <br />ROOF SHEATHING <br />THICO2NE86 A6 PER <br />8 -EET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS TRUSSJJ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER I -0 <br />ELEVATION& TYP. <br />OF{ <br />VENTED SOFFIT <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />p/8' GYPSUM 5( <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATION <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS * 24' O.C. <br />a' CMU <br />U2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR_ <br />a . <br />a <br />a <br />e° <br />h <br />W/ WINDOW OPENING <br />V DIA GLEN\& <br />DO NOT OUT <br />PE <br />SOD BEAM NOT Go <br />SOLID aftwT TIE BOND <br />w eLU S &NAM <br />(2) COMGS! - <br />2A PIPE THROUGH BOND BEAM <br />GCALG 3/4--l'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 90511. <br />ROOF SWEATHNG <br />THICKNESS AS PER <br />SWEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J 0'-0' FIN. FLR <br />• ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE T-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1191 SCALE, s/4 .r-°' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4069 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />rsa MLAL <br />row sus ue <br />2B GAS LINE THRU BLACK <br />s y'•r•r <br />♦ ♦ ♦ I D40�iTiTiT040ri�iTi?i�4rj; <br />�4 <br />�t <br />_3_ GARAGE DOOR JAMBS <br />D1 SCALE: <br />FIBERGLA66 614INGLE8 <br />PIBERGLA68 6HINGLE6 2X4 SPF 24' O.G. MAX. WITH UNDERL.AYMENT <br />WITH UNDERLAYMENT 6ECURE W/ (2) 12d NAILS AS PER FBCR 905.LL <br />AS PER F5CR 905.1.1. • EA END ROOF 814EATWNG <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRU86E6 THICgNESS AS PER <br />TWIC004EGS AS MR PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET 8NI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFDACK AT ALL UFROWTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-+ WD• TRUE AX. 2x FASCIA PER <br />ELEVATION& 0. ELEVATION <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATWNG � CONY. 2x RAT FAIN SECURED PER <br />STRUCTURAL DETAILS <br />THICUGIE88 A8 PER WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />SWEET 8N1. SECURE PER THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION It -VALUES y SWEET SNL SECURE PER <br />ON SHEET 8NI PER ELEVATION FASTENER BCWEDULE <br />PRE -ENS. GABLE TRUSS 5/B' GYPSUMR BOARD O1/2' ON SWEET eNE <br />WEEP SCREED HIGH STRENGTH C.L.G. BOARD PRE -ENS. GABLE TRUSS <br />2x P.T. SECURED PER WEEP SCREED <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2' THICK 2 COAT�� <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,I <br />6 CHU� e. <br />a <br />,a <br />. 4: <br />STRUCTURAL <br />bet P.T. FURRING — <br />STRIPS * 24, O.C. <br />IA' GYP. WL. BD.- <br />WODD ISA6E— <br />— 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 9-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />_ . AND 16095.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.I.I.1 OF THE FBCR <br />2020 ITH EDITION 16 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 BIND. <br />LONGWOOD, FL 32750 <br />PH:407-7744078 <br />FAX: 407.774-0078 <br />wwwAbdeslgngroup.com <br />AA 0: 0003325 <br />s� <br />a <br />E <br />0 <br />aulmrv. aG LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE 4C <br />P1ROJWTSU <br />04181.04C-02141 <br />MODRIW <br />4EHB <br />"2605- HAYDEN" <br />0APtA0a awaTG: <br />RIGHT <br />PARSE: <br />DETAILS <br />160 MPH EXP. C <br />DaWT w10/28/21 <br />8CALZI:1/4"=1'-0" <br />aimcw <br />D1 <br />