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2X4 TOP PLATE <br />PLAN <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />In' DRYWALL T W - <br />SECURE ST. — <br />PLATE TO 8LAD <br />W/ W)d MASONRY <br />NAIL • 32' OL. <br />MAX <br />Fk FLR <br />2X4 WOOD <br />STUDS s24' <br />OL. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS 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'.I'-O' <br />FIDERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.I.L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE_ENG TRUSS <br />MTL DRIP EDGE <br />2x FASCIA PER 1-® <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />I r <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM SI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />I � 3 5/8. <br />OR 5 <br />V7' DRYWALL 3/S' TOP <br />CHANNEL (29 <br />GAJ <br />1/2' DRYWALL <br />3 9/8OR 5 3W METAL STUDS —IF <br />24' OG. 20 GA METAL TO DE <br />INSTALLED N WALLS <br />RECEIVING UPPER/ LOWER <br />3 5ro' OR 5 <br />CABINETS AND TUB/6HCWER 29 <br />3/S' DOTTOM <br />GA METAL TO SE INSTALLED <br />C4ANNEL(25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO DE SPACED 16' OG. AT 2ND <br />TO CDNC <br />FLOOR WALLS ADJACENT TO <br />FLOOR UV 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS LLV TILE FINISH <br />WOOD PLOOR <br />EY V4' WOOD <br />WOOD BASEBOARD— <br />SCREW <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 NSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OZ. <br />v Cru <br />1/2' GYP. ILL. ISO. - <br />WOOD SAGE — <br />0'-0' FIN. FLR_ <br />a .. <br />n. <br />• �. <br />4: <br />N W/ WINDOW OPENING <br />—FNISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS(NON—BRIG.). <br />D 1 SCALE: <br />FI:ERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FIZR %05.U. <br />ROOF 81-EATHING <br />THICKNESS AS PER <br />SHEET SKI. <br />SECURED PER <br />FASTENER 801-EDULE <br />STRUCTURAL <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 />C.-0' FIN. FLR <br />`• ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE "I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />TTH EDITION, SECTION R301.13 <br />AND 1609.D.1. <br />TYP. WALL SECTION <br />B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE. 314'.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 D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />aO am <br />RM I:ORAY LN <br />ems. <br />2B GAS LINE THRU BLOCK <br />euu vr.r <br />FIEIERGLASS SHINGLES <br />WITH UNDERLAY TENT <br />AS PER FSCR W5.1.1. <br />ROOF SHEATHIWA <br />TWIC 04M AS PER <br />SHEET W.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 />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SN1 <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />raaeR FAO <br />H' U=K I COAT 1' GMI OQ <br />PLAPIEO� %� lawvolocamow <br />OTRJCTWRAL on <br />P"mTLy TO <br />MASONRY <br />PAOT040 TO <br />WOOD JAMS PER SAW. RTEEL <br />PRODOOT !r T1E TwAcK OVw1EA0 DOOR <br />J+*RorK Rca r rRa sY onala <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I1/2'•1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER POOR 905J.1. <br />e EA END ROOF SHEATHING <br />2x :LOCKING BETWEEN TRUSSES THICKNESS AS MR <br />PER STRUCTURAL DETAILS SHEET SECUREDD <br />PER <br />FASTENER SCHEDULE <br />71� <br />BTFFBAGC AT ALL UPRIGHTS <br />F ER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS 9X. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION /// VENTED SOFFIT <br />CONT, 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS J/ WALL SHEATHING <br />SEE ENERGY OODE POIRMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SM. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />S/S GYPSItl BOARD OR 1/2' ON SHEET BNI. <br />B <br />HIGH STRENGTH CLG, BOARD PRE-EWL GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />_ -- - -----REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. ILL.:D. CMU <br />WOOD BASE _ <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNE55 IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16093.1. <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 />1 SCALE, 3/a .r-o W DETH �RR 905N I:II INACCORDANCE <br />THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesiiMgroup.com <br />AA #: 0003326 <br />ra <br />ra <br />j� <br />c <br />C <br />b <br />MEN <br />1BvtojzcTdf <br />UBDIV & LOTABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />04181.04B-15131 <br />MODMIJ <br />4EBB <br />"1828—CALI" <br />OARAGR SWING: <br />LEFT <br />PAGM: <br />DETAILS <br />160 MPH EXP. C <br />IN <br />PRINT DATL` 02/07/22 <br />MCA=: 1/4"=l'-0" <br />■*1zld P <br />D1 <br />