Laserfiche WebLink
2X4 TOP PLATE <br />PLAN IV <br />PRE -PALS TRUSS <br />I/Y Gl.C4. BOARD <br />IR' DRYWALL. —'_ <br />SECURE BT. 1r <br />""" 24 <br />PLATE TO BLAB STUDS 024' <br />aY Wd MASONRY or <br />NAIL • 32' OG. <br />MAX <br />FIN. PLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />TYP. INT. WALL NON—BRG. <br />D' SCALE, 3/4'-P-0' <br />PIBERGLASS SHINGLES <br />WITH UNDER-AYMENT <br />AS PER POOR SM11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0/8, GYPSUM ec <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 03 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />_ PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'■1'-0' <br />SEE ENERGY CODE POWs <br />INSULATION R-VALUES <br />REI RENCE STRUCTURAL <br />--R-4.1INSULATION <br />WINDOW ATTACHMENT <br />�SP PER MANUFACTURES <br />r— SPECIFICATIONS <br />I Ir <br />�SSTIRWTURA <br />Ix2 P.T. PURRINI's— <br />STRIPS • 24' O.C. <br />b' CMV <br />1/2' GYP. WL DO. - <br />WOOD BASE — <br />0'-0' FIN. PLRlL <br />VV <br />a <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH L940MAYM -W <br />AS PER FDCR WS.I.L <br />ROOF SHEATHING <br />114I010ESS AS PER <br />SWEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL DRIP EDGE <br />2x PASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J 0'-0' FIN. PLR. <br />"• ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />4•` ' ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160".1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCIR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 0486% TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />so row 6" w <br />9 GAS LINE THRU BLACK <br />PIBEWSLA86 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER MOM 905.U. <br />ROOF SHEATHING <br />THICIOdESS AS PER <br />SWEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI <br />PRE -EWE GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT—L— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRAL. <br />S' CMU <br />9' <br />V 1NIOK. 2 COAT - <br />PORILATD comow <br />Fl.A*Mt Ammo <br />o"Im L7 M <br />I'WON M <br />imm <br />3__ GARAGE DOOR JAMBS <br />Dl SCALE= 1 1/2'-1'-0' <br />i-2X4 SIFF 24' O.C. MAX. <br />SECURE UL/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING SWUM TRUSSES <br />--PER STRUCTURAL. DETAILS— <br />STI TRACK AT ALL UPIQ04 <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLO.TRUBS <br />STRUCTURAL. <br />RAT ET SECURED FERJ� <br />BTR.IC7URAI- DETAILS JJ/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALIES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR I/2' <br />HKoH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1SEFERENCE <br />STRUCTURAL <br />-bd P.T. FURRING <br />67MPO • 24' OjC. <br />1/2' GYP. IUL. BD. <br />WOOD BABE <br />D TO P" <br />Flat <br />a wan <br />I:Do <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING <br />THIGICNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />THICKNE" AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI. <br />PRE-ENG LADLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />_ 0'-0' FN. PLR <br />a . <br />a <br />ROOF SHEATHING THICKNESS IS <br />~ ENGINEERED PER ASCE 1-16 IN <br />a •, :.,' ACCORDANCE WITH FBCR 2020 <br />4 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />p� SCALE. 3/4'.r-o' UNDEIRLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE F5ClR <br />2020 1TH 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 />i N. RONALD REAGAN SL <br />LONGWOOD, FL 32780 <br />PH: 407-774807E <br />FAX: 407-7744078 <br />www.abd'asigngroup.com <br />AA 8: 0003325 <br />53 <br />lb <br />BUDDIV. as LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #7 <br />P1P.ojm' <br />04181.00 —17071 <br />moDRic <br />"2371—ENSLEY" <br />GARAGE 1lIWMG: <br />RIGHT <br />PAGW <br />DETAILS <br />160 MPH EXP. C <br />