Laserfiche WebLink
2X4 TOP PLATE <br />PRE -FAD TRUSS <br />i/1' GLG. BO <br />14' DRYWALL — TV)r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 52' O.C. <br />MAX <br />FN. PLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />TIONS SUPPORTING <br />HUNG PLUMSING <br />2ES AND WALL <br />NETS 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.G. <br />TYP. INT. WALL (NON—BRG.) <br />p� SCALE, 3/4'.I'-O' <br />3 5/O' OR 5 <br />VY DRT'UA4LL <br />"I TOP <br />CHAMEL 1211 <br />GA) <br />1W DRYWALL <br />3 WO' OR 5 3/O' METAL STUDS <br />24' Or- 20 CAA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING Ili LOWER <br />3 0/0, OR 5 <br />CABIETS MID TUB/SROWER 25 <br />34' BOTTOM <br />GA METAL TO BE INSTALLED <br />CFHAMEL (25 <br />IN ALL OTHER WALL6. STUDS <br />") SECURED <br />TO BE SPACED lb' O.C. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR UV 3/4' <br />STAIR WELLS AND BATHROOM <br />PM 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A_METAL STUDS (NON—BRG.) <br />D 1 SCA LA, W4'.I'-C' <br />MR OM LN <br />28 GAS LINE THRU BLOCK <br />r <br />W MCK 2 COAT - <br />rO1lTLMO Clfir <br />14..A&M AIRMOD <br />ONI"m7 To <br />MA4RRY <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-0' <br />D WALL <br />FM <br />w tta <br />IioD <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' 0r— MAX. <br />WITH UNDERLAYMENT <br />ERL WITH UNDAYMENt <br />SECURE W/ (2)12d NAILS <br />AS PER FBCR WSU. <br />FIBERGLASS SHINGLES, <br />AS PER FDGR WS11. <br />ROOEATHING <br />• EA END <br />ROOF SHEATHING <br />TSWEET NICIQeSS AS PER <br />FIBERGLASS °.,Id11JCa1_ES <br />WITH UNIDERLAYMENT <br />AS PER FBGR 905).L <br />THICKNESS SH ADS PER <br />2x BLOCKING BETWEEN TRUS ES <br />PER STRUCTURAL DETAI <br />L <br />WITH UNDERLAYMENT <br />ROOF SHEATFASTENERULE <br />SHEET SNL SECURED PER <br />FASTENER <br />SCHED <br />SECURED PER <br />FASTENER SCHEDULE <br />FASTENER <br />AS PER FBCR 905.LI. <br />USA.TWING <br />THICKrE" AS PER <br />ROOF SHE <br />THICKNESS AS PER <br />SWEET SNL <br />ALL <br />SHEET SNI. SECURED <br />/a GYPSUM ISO <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />TU <br />PER BTRucTURAL DETAILS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />OR t/!' HIGH <br />SCI'IEDULE <br />STRENGTH CLG. <br />2x FASCIA PER <br />MAx PRE-ENG LLD. TRLRSS <br />2x FASCIA PER <br />BOARD <br />EFEC <br />ELEVATIONS <br />O <br />ELEVATIONS <br />VENTED SOFFIT <br />PER ELEVATION <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS F <br />WALL SHEATHING <br />COAT. 2x RAT RUN SECURED PER <br />PRE-ENG TRUSS <br />INSULATION R-VALIES <br />PRE-ENG TRUSS <br />THICKNESS AS PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />REFERENCE STRUCTURAL <br />SHEET SNI. SECURE PER <br />FORMS FOR <br />THICKNESS AS PER <br />MTL. DRIP EDGE <br />PER ELEVATION <br />MIL. DRIP EDGE <br />FASTENER SCHEDULE <br />INSULAENIERGRCODE <br />PER ELEVATION <br />SHEET SNI. SECURE PER <br />2x FASCIA PER <br />1.-W <br />2x FASCIA PER <br />ON SHEET 8N1 <br />FASTENER SCHEDULE <br />ELEVATIONS <br />pypj•� <br />ELEVATIONS <br />PRE -ENO GABLE TRUSS <br />5/O' GYPSUM BOARD OR 1/2' <br />ON SHEET SNL <br />VENTED SOFFIT <br />I R-4.1 INSULATION <br />VENTED SOFFIT <br />DEEP SCREED <br />HIGH STRENGTH CLG. BOARD <br />PRE -ENO. LADLE TRUSS <br />WINDOW ATTAC 4 ENT <br />WEEP SCREED <br />AS MANUFACTURES <br />2x P.T. SECURED PER <br />SU DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />R6 EIRENCE <br />WINDOW ATTAC t'MNT AS PER <br />STRUCTURAL <br />MANIPACTUREB SPECIFICATIONS <br />ix2 P.T. FURRING <br />EFERENCE <br />BTRJCTWRAL <br />STRIPS 24' O C. <br />In' THICK, 2 COAT PORTLAND <br />' Ix2 P.T. FURRING <br />S' CMU <br />CEMENT PLASTER APPLIED <br />BtRlP6 a 24' OC <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />1/2' <br />A. C <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL BD. <br />CEMENT <br />O 6 EBB. <br />DIRECTLY TO MASONRY <br />WOOD DARE <br />LASTEERroA D <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FI.R.L <br />• <br />0'-0' FIN. FLR <br />0'-0' FIN. FL1R. L <br />i 01-0' FIN. FLR <br />6 CMU <br />a. . <br />,, ' : <br />' • <br />ROOF SHEATHING THICKNESS IS <br />,, . .. <br />ROOF SHEATHING THICKNESS IS <br />. • <br />e <br />ENGINEERED PER ASCE 1-16 IN <br />•, a' <br />ENGINEERED PER ASCE 1-16 IN <br />�, <br />'. <br />ACCORDANCE WITH FSCR 2020 <br />a . ,. ," <br />ACCORDANCE WITH FBCR 2020 <br />• a <br />1TH EDITION, SECTION RWI.13 <br />' < <br />1TH EDITION, SECTION R901.13 <br />AND 160".1. <br />AND 1609SJ. <br />W/ WINDOW OPENING TYP. <br />WALL SECTION <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />B <br />1 <br />NO OPENING <br />NOTE <br />L ENOOPENII�Ks <br />NOTE <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />1—STORY <br />�)HIP BLOCK <br />4 <br />WALL <br />INSTALLATION OF ROOFS <br />8'�1—STORY GABLE BLOCK WALL <br />INSTALLATION OF ROOF <br />SCALE, W4'.I'-V' <br />UNDERLAYMENT IN ACCORDANCE <br />GOALS, 3/4'.r-0' <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FSCR <br />WITH FBCR 909.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04"S TYPE III <br />TYPE 11 OR ASTM 04S69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003328 J <br />Mill <br />C <br />b <br />BUDDIV. Aa LOT <br />ABBOTT PARK <br />LOT #2 <br />BLK. #9 <br />PROJmC�'�r <br />04181.000-02091 <br />MOD19L: <br />4El <br />"1828—CAU" <br />OARAOE AMINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 WX E . C <br />13 <br />aRUM w5/OB/21 <br />8CAI.S: 1/4"=1'-0" <br />8* <br />D1 <br />