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NOA DT Window FBC 2023 FL5102.1 (1)1 REFLECTED CEILING PLAN 1/4" = 1'-0"NOTE: MECHANICAL PLAN LEGEND 4 TYPICAL DUCT HANGING SUPPORT N.T.S.NOTE: 5 DIFFUSER/FLEX DUCT CONNECTION N.T.S.NOTE: HANGING ANGLE DETAIL 2 NEW TYPE II KITCHEN HOOD "A" N.T.S.NOTE: 3 HOOD DETAIL N.T.S.NOTE: NOT USED M-1REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - BUILDING COMMENTS 07.23.2025 - fm1 1 1EXISTI1* SU33/< 5ETU51 AI5 DUCTS T2 5EMAI1. 5E/2CATE EXIST. AC *5I//S ACC25DI1* 1E: DESI*1 EXISTI1* 5TU E4UI3ME1T T2 5EMAI1 AS IS .I2S..I2S.ST25A*E ElectricalPanel%AC. 2) +2USE 5EMAI1 AS IS 5 8 5 8 555 5 5 555 55555 55555 5 555 51 51 51 51 51 51 55 A AA A WSCX-2WSCX-2WSCX-2GWT-2WT-2 /52D 5555 5 /2CATI21 1E: +22D T<3E II EXISTI1* )A1 EX+AUST T2 5EMAI1 EXTE1D DUCT T2 T+E 1E: +22D T<3E II EXISTI1* +22D DUCT 8"Ø AS EXIST. 1E: +22D T<3E II T2 %E DE)E55ED I1 A SE3A5ATE 3E5MIT 1-1/2" x 22 Ga. METAL BAND AND/OR WOVEN VINYL HANGER STRAP FOR FLEX DUCT 1-3/4" HANGING DETAIL AND STRAP DUCT TYPICAL CHANNEL NOTE: TO SMACNA STANDARDS HANG DUCTS ACCORDING TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL 1 ROOF PLAN 1/4" = 1'-0"NOTE: MECHANICAL ROOF PLAN 5 TYPICAL GOOSENECK DETAIL NTS NOTE: 4 VENT THRU ROOF NTS NOTE: S NORTH W E 2 EQUIPMENT STAND DETAIL N.T.S.NOTE: HANGING ANGLE DETAIL 3 EQUIPMENT STAND DETAIL N.T.S.NOTE: 6 NOT USED NTS NOTE: M-2REMODELd a t e : r e v i s i o n s :Boynton Beach FL 33483 2728 N Federal Hwy.1 3 . 0 6 . 2 0 2 5 PC # 3 1 0 2 8 7ventura-architecture.com phone : (954) 423-1362 davie, florida 33325 11870 w state rd 84 #C14 A R 0 0 1 6 1 5 2 michael a. ventura VENTURA development inc architectureA A 0 0 0 3 1 2 3 Fabian Morales Drawn by: project # : 2 5 0 3 2 1 AR0016152MICHAEL VEN T URASTAT E O F FLOR I D AREGI S TERED A R C H ITECTDUNKIN' - BUILDING COMMENTS 07.23.2025 - fm1 1 1 1 1 $//522)(48,3M(17$5( (;,67,1*$1'5(M$,1$6,6 (;,67,1*57-(;,67,1*57-2 (;,67,1*57- - - - /2&$7,21 1(:+22' 7<3(,, (;,67,1*+22' (;+$867 &85%  - (;,67,1*5(M27(:$/.-,1 &22/(5)5((=(5&21'(16(56 (;,67,1*5(67522M (;+$867*226(1(&.  -   (;,67,1*)$1 (;+$867 725(M$,1(;7(1''8&7 727+(1(:+22'7<3(,,  -  - M(7$/)(1&()25$& 81,76+(,*+7  - M(7$/)(1&()25$& 81,76+(,*+7  - DRIP EDGE R = 6" MINIMUM 1" BIRD SCREEN R COUNTER FLASHING STANDING SEAM DUCT SUPPORT COLLAR INSULATED PATE ROOF CURB NOTE: FIELD VERIFY PITCH OF ROOF, IF ROOF IS PITCHED INSTALL A 14" HIGH INSULATED PITCHED ROOF PER DWG FINISHED ROOF MATERIAL ROOF INSULATION & DECKING MISCELLANEOUS STEEL SUPPORT BY MECHANICAL CONTRACTOR30"CURB LEVEL IN ALL DIRECTIONS. EXISTING MTL ROOF DECK EXISTING MEMBRANE ROOF SYSTEM BUILT-UP MINERAL SURFACE BASE FLASHING 4 # SHEET LEAD COLLAR W/ INTEGRAL ROOF FLANGES SET IN MASTIC MASTIC @ EDGES OF MEMBRANE MEMBRANE TAPE 2 1 2" O.D PIPE COLUMN WELD PLATE TO BEAM AND COLUMN 4" WF STRUCTURAL STEEL 4" X 4" X 1 4" STEEL PLATE VIBRATION ISOLATOR PADS 1 2" BOLTS. DO NOT COMPRESS ISOLATOR, LEAVE 1 8" SLACK LEG OF COMPRESSOR TYP. EA. END 1 / 4" 12GA. UNISTRUT OR OTHER MATERIAL OF EQUAL STRUCTURAL INTEGRITY STRADDLING U8NDERSIDE OF THE TOP CHORD OF TRUSS SECURE A/C CURB TO STRUT WITH MIN. 5/16" ALL THD. OR PROPER LENGTH STOVE BOLT WITH FENDER WASHERS AND LOCKING HARDWARE, THRU ROOF DECK AT 12" O.C. AND A MIN. OF (3) AT LONG SIDE OF CURB UNDER 72" & A QTY. OF (4) OVER 72" DUPLICATED