Laserfiche WebLink
2X4 TOP PLATE <br />ejR <br />PRE -FAD TRUSS <br />In' CLG. BOARD <br />L-7- DRYWALL <br />SECURE BT. STU[ <br />PLATE TO BLAB or — <br />WV Waal MASONRY <br />NAIL • <br />MAX <br />FIN. FLR <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />MS AND WALL <br />SETS 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 />24' O C. -_- <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.P-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERI.AYMENT <br />AS PER PBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]' <br />SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG T14M— <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 />3 5/S' OR 5 <br />V2' DRYIBE <br />3/S' TOP <br />CHANNEL f25 <br />GA) <br />VV DRYWALL <br />3 5/W OR 5 3/B' ME <br />24' OC. 20 GA MEINSTALLE <br />RECEIVING UPPER/ LOWER <br />3 5/9' OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3/8, BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' O.C. AT 2ND <br />fv— <br />TO CONG <br />FLOOR WALLS ADJACENT TO <br />FLOOR WV W4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />D FLOOR <br />W/ V4• WOOD <br />SCREW <br />� FNBH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D 1 SCALE. <br />I'S/s- GYPSUM SO <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />V <br />:,Ll <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE BTRUGTLIRAL <br />PER ELEVATION <br />TYP. <br />ON. <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O.G. <br />8' CMU� <br />1/2' GYP. WL. <br />WOOD BASE <br />0'-0' PIN. FLR_ <br />n W/ WINDOW OPENING <br />FIBERGLASS SHNGLES <br />WITH LNDERLAYMENT <br />AS PER FBCR 105.1.1. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />ZA PIPE THROUGH BOND BEAM <br />21 SCALE: 3/4'■1'-0' <br />�0'-C' FN. FLR <br />° ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 16035.1. <br />B TYP. WALL SECTION <br />ke NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.i.1.i OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4069 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ae a,lA LI.! <br />yr WICK 2 COAT - <br />PORILArO CVlWNT <br />P6"TWR 1PPLEm <br />Doommr TO <br />MABMW <br />Rea <br />MataralD TO <br />TRACK IRAc3 aTa <br />0 PRODaDT <br />APPROVAL ISO, <br />28 GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS <br />AeALa, vr.r-i D1 SCALE: 11/2'-1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 6" 24' Or- . MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.IA <br />AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPR*WTB <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-ENG UD. TIH1S8 2x FASCIA PER <br />ELEVATION6 0. ELEVATIONS <br />VENTED SOFFIT J,PER ELEVATION VENTED SOFFIT <br />117 <br />WALL SHEATHNG CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS A8 PER WALL BHEATHWNG <br />SEE ENERGY CODE FORMS FOR <br />SHEET 8N1. SECURE PER THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUE6 SHEET SNI. SECURE PER <br />ON SHEET SNI LPER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS I'. C'YPSUM BOARD OR 1/2' ON SHEET 6NI. <br />WEEP SCREED HIGH NG. G <br />STRENGTH CLG. BOARD PRE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />I I MANUFACTURES S 6McIAS <br />CATITIO NS <br />V2' THICK, 2 COATJ-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. FLR,L <br />e' CMU a <br />STRUCTURAL <br />Ix2 P.T. PURRNG— <br />STRIPB • 24' OC. <br />1/2' GYP. ILL. 130 - <br />WOOD BASE— <br />GNU <br />_ 0'-0' PIN. FLR. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-1/o IN <br />' ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />PILL W <br />W Raa. <br />IeSD <br />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 />D1 SCALE. 3/4'.1'.0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />k <br />s� <br />t <br />o <br />o <br />0 <br />4 <br />sLTaDIV. dt LAT. <br />I]P <br />BBOTT PARK <br />LOT #23 BLK. #12 <br />PHASE:4C <br />ROJISCTO <br />04 8 . 4C-2312 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WDM. <br />RIGHT <br />FAGS: <br />DETAILS <br />160 MPH EXP. C <br />Rd,90 A A <br />AR NO <br />Dw� 10/26 e21 <br />sCALS: 1/4'=1'-0" <br />sHmmT <br />D1 <br />