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HomeMy WebLinkAbout2013020184-PlansMASTER BEDROOM CLOSET SHOWER FIXTURE T BE REMOVED AND REPLACED i( \\SITTING AREA REMOVE EXISTING SINKS, FIXTURES AND CAP 3" (EX STING) MASTER BATH \A .#5 EXISTING WATER HEATER PLUMBING LEGEND HB CO P&T —0 -- FD SANITARY SEVVER PIPING (PROPOSED AND EXISTING) DEMOLISH OR CAP HOSE BIBB SHUT-OFF VALVE CLEAN-OUT PRESSURE AND TEMPERATURE RELII:F PIPE RISER UP PIPE RISE OR DROP FLOOR DRAIN LIVING AREA BATH1/5 3" (EXISTING) ALL FIXTURES THIS BATH TO BE REMOVED AND REPLACED IN SAME LOCATION TO REMAIN REMOVE TOILET AND REPLACE AS REQUIRED ,..-- REMOVE EXISTING SINK AND REPLACE IN SAME LOCATION PLUMBING PLAN SWR REMOVE EXISTING S TUB AND REPLACE VVITH SIMILAR L 2" VTR r SCALE : 1-1'2" SINKLJ. coF, 2" v1R FOYER REF 3" (EXISTING)c DINING AREA 13 OR C H • I/ 2" VTR 1 1\2" SINK Nze BREAKFAST NEW SINK DISHWASHER AND GARBAGE DISPOSAL — DBL.ovEi; NEW REFRIGERATOR W/ WATER SUPPLY KITCHEN 3" (EXISTING) 3 f „,,-----\,,,,-,„----,7-----N.------:,----....-----, ( NOTE: \ SEE SLAB REPAIR DETAIL ON SHEET H /A-3. IN VVALL AS REQUIRED --- REPAIR WATER SUPPLY PIPE ALL FIXTLTTHISBATH TO BE REMOVED AND REPLACED IN SAME LOCATION AS REQUIRED FAMILY ROOM CLO.#2 ALL FIXTURES THIS BATH TO BE REMOVED AND - REPLACED IN SAME LOCATION CORRIDOR :1--- (EXISTING) TO SEWER 1-1\2" LAV I)3" 2" V -1R --"\T,,_-../".__ BA111413 TO EXISTING SANITARY AT FRONT OF HOUSE REMODEL PLUMBING RISER SCALE: 1/4'. 1'-0" 2" V1R CLO#3 /13 > --- 3" (EXISTING) BEDROOM 1/2 BEDROOM 113 REPAIR CORRODED WATER SUPPLY LINE IN WALL AHU AHU / CiA RAGE -- EXISTING CONDENSERS (SEE MECHANICAL) REPAIR CORRODED WATER SUPPLY LINE IN WALL --- REVISIONS REV. PER BLDG. DEPT AND OWNER CMU 4/18/13 7 BY REV. PLR OWNER 8/2.7/13 C,Mu Caroline Ueberschaer RA no 94999 711 NE 36th Street Boca Raton, Florida 561.212,5080 UJ FLORIDA REGISTRATION RA ILO DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO, 13007 SHEET GENERAL ELECTRICAL NOTES 1. CIRCUIT NUMBERS MAY VARY FOR LOAD CALCULATION ONLY TRANSFORMER BY FLORIDA POWER & LIGHT 'M) 200A RATED PANEL "A" LL COLD WATER ----- PIPE 150A RATED PANEL "B" FOUNDATION STEEL ALL ELECTRICAL SERVICE IS EXISTING. CONTRACTOR TO FIELD VERIFY CONDITIONS 200A PANEL 150A PANEL ICAL RISER DIAGRAM N.T.S. SERVICE: 120/240 1 -PH 3W MOUNTING: POLES: 42 TYPE: WIRE SIZE POLE/BREAKER #10 2P/40A #10 #6 2P/30A 2P/50A E EC LOAD RICAL PANEL SCHEDULE "A" USE CIRCUIT CIRCUIT USE 'GENERAL LIGHTING 1 GENERAL LIGHTING-2?„,o,ri,•1.,'''. 3 GENERAL LIGHTING 7 5 GENERAL ING WATER HEATER #1 9 11 #12 2P/20A (8.0 KW) COOK TOP #12 2P/20A (1.5 KW) JENN AIR #12 1P/20A (6.0 KW) DRYER #12 1P/15A #12 1P/15A #12 #12 P/15A #12 "/ 1P/15A, "'" #12 1P/20 -A #12 1P/15A #12 1P/15A (1.5 KW) (1.5 KVV) (1.2 KW) (1.5 KW) (ID 25.7 WASHING MACHINE SMALL APPLIANCES REFR. KITCHEN NEW GENENERAL LIGHTING VACUUM . ..„ GENERAL LIGHTING' GEL 37 NEW GENENERAL LIGHTING 39 NEW GENENERAL LIGF1FING 41 13 15 17 19 21 23 25 27 29 31 33 35 TOTAL CONNECTED LOAD: (PANEL "A") ELECTRICAL SERVICE CALCULATION FIRST 10.0 KVV @ 100% REMAINDER @ 40% (53.3.6 x .40) TOTAL COMPUTED LOAD KVV'6 x 1000 w 240 VOLTS 130.4 AMPS 25.7 + 18.9 = 44.6 2 GENERAL LIGHTING 4 GENERAL LIGHTING 6 GENERAL LIGHTING 8 GENERAL LIGHTING 10 GENERAL LIGHTING 12 GENERAL LIGHTING 14 - WATER HEATER #2 16 - 18 1 DOUBLE OVEN 22 DISHWASHER DISPOSAL 24 26 POOL PUMP (1.8 KW) 28 30 POOL LIGHT LOAD MAIN BUS: 200 AMP NEUTRAL: FULL MAINS: M.L.O. A.I.C.: 10,000 POLE/BREAKER 11) 1P/15A :111) 1P/15A 1P/15A (11, 1P/15A 1P/15A (4.5 KW) 2P/50A (8.0 KW) 2P/20A (1.7 KW) 1P/20A 32 POOL BLOWER 34 FAMILY ROOM 36 BREAKFAST 38 GFI 40 GFI 42 SPARE 10.0 KW 21.3 KW 31.3 KW SERVICE: 120/240 1 -PH 3W MOUNTING: POLES: 30 TYPE: WIRE SIZE POLE/BREAKER #10 2P/40A #8 #12 2P/40A 2P/30A LOAD (PER SECT ION 220-30 N.E.C.) PROVIDED 200AMP SERVICE (3) #1 THWN-CU IN 1-1/2" CONDUIT 1P/15A (1.0 KVV) 1P/15A (1.9 KVV) 1P/15A (1:2) 1P/15A 1P/15A ) ! 1P/15A 0 1P/15A 18.9 ( 1 ) GENERAL LIGHTING CALC. FOR 4,285S.F. x 3 WATTS/SQ. FT. = (60) HI -HATS @ 0.07 kw = (8) CLG. FANS © 0.15 kw = (6) EXIT. FANS @ 0.08 kw = TOTAL: 77 TOTAL REC'S. & CLG. FANS = 5 TOTAL LIGHT OUTLETS = WIRE SIZE #6 #12 #12 #12 #12 #12 #12 #12 #12 #12 12.8 KW 4,2 KW 1.2 KW 0.5 KW 18.7 KW 10 CIRCUITS REQ'D. 1 CIRCUITS REQ'D. TOTAL CONNECTED LOAD: (PAN EL"A") 25.7 + 18.9 ± 18.7 = 63.3 KW ELECTRICAL PANEL SCHEDULE "B" (8.0 KW) A/C SYS. CONDENSER #3 (3.0 KW) A.H.U. / HEAT STRIP #3 USE CIRCUIT CIRCUIT USE MAIN BUS: 150 AMP NEUTRAL: FULL MAINS: M.LO. A.I.C.: 10,000 LOAD 1 2 GENERAL LIGHTING 3 4 GENERAL LIGHTING (f) 5 - / HEAT STRIP #2 (11.0 KW) -- 7 8 COMPRESSOR #2 - ---- (1.6 KVV) SPA PUMP 9 10 i A.H.U. / HEAT STRIP #1 (11.0 KVV) GFI 11 12 - I COMPRESSOR #1 SPARE 13 14 SPARE ---- -- -5 -- -- SPARE 1 16 SPARE SPARE 17 18 SPARE SPARE 19 20 SPARE SPARE 21 22 SPARE SPARE 23 24 SPARE SPARE 25 26 SPARE SPARE 27 28 SPARE SPARE 29 30 SPARE 12.6 TOTAL CONNECTED LOAD: (PANEL "B") ELECTRICAL SERVICE CALCULATION A.H.U. / HEAT STRIP © 100% FIRST 10.0 KW @ 100% REMAINDER © 40% (3.1 x .40) TOTAL COMPUTED LOAD KW'S x 1000 w 240 VOLTS 146.7 AMPS 12.6 + 22.0 = 34.6 (A/C © 100%) -24.0 KW TO FAL WI T HOUT A/C LOAD: 10.6 KW 24.0 KW 10.0 KW 1.2 KW 35.2 KW (PER SECTION 220-30 N.E.C.) PROVIDED 150AMP SERVICE (3) #1 THWN-CU IN 1-1/2" CONDUIT POLE/BREAKER 2P/40A WIRE SIZE #8 2P/60A #6 1P/15A 22.0 ) GENERAL LIGHTING CALC. FOR 842 S.F. x 3 WATTS/SQ. FT. = TOTAL: 6 TOTAL REC'S. & CLG. FANS 0 TOTAL LIGHT OUTLETS = TOTAL CONNECTED LOAD: (PANEL"B") #12 2.5 KW 2.5 KW 1 CIRCUITS REQ'D. 0 CIRCUITS REQ'D. 12.6 + 22.0 ± 2.5 = 37.1 KW (i) LU 0 0 Z._ LU 0 LU L) 11: cn u 1 --- LU LU REVISIONS BY Ca o;ine Caroline Ueberschaer RA no 94999 711 NE 36th Street Boca Raton, Honda 561.212.5080 br.tr,481AYAMPRAIOSEMattnataValtalaaMICNOMMATMRMIAKAVILIMIC MAY 23 2.013 FLORIDA REGISTRATION RA .4t91 RIMItiatagarMasInVIUMMARMEKtiititMECRIMMMIAMMlifKla DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEET EXISTING CONDENSERS 0 REMAIN (SEE ECHANICAL) B6, 8 E A4 E u)I ' 811 E GFCI B11 E GFCI L NOTE: EXISTING ELECTRICAL IS NOT SHOWN IN AREAS WHERE NO WORK IS TO BE DONE /\\ -- EXISTING HI -FIATS TO REMAIN (TYP. OF ALL) A5s- f E A31E 4)GFCI N 311 1- A5 A22 -24' R DISPOSAL / N N A3 )GFC1 N 811 A5 E EA27 r BI4 MICRO A13,15 COOK TOP \ @r - "GEC, E A37 ,,,,........„ms,rdiullitAME232-ZOKBLVITIDSZTA. • REVISIONS REV. PER HLDG. DEPT ANLD (..).',/N ER 4/18/13 REV. PER 81 DO. DEPT 5/22/13 REV. PER OWNER .\ 8/21/13 BY cMU CMU Ca 0 '3"2.1.1a....X.342C421"-00.454.12S.Zr Caroline Ueberschaer RA no 94999 711 NE 36th Street Boca Raton, Florida 561.212.5080 r 'E4.\)3N7F E -4 E ([b A35 z 0 E-2,1 B6, 8(E 4 E('L A40N 37 AHU ATTIC E0A10 A6* cr) A4 B11 GFCI E - REPLACEWITH NEW FIXTURE AS SELECTED BY OWNER A39 A35 OE Vi6AP VP L 4DE A35 A6 R G 'CI EXIST 200 AMP PANEL 'A -- EXIST. 150 AMP PANEL 'B' A6 di) - 1111 E GFCI L A33 CENTRAL VAC E B5, 7 AHU A35 E ("D 810,12 AHU \CONDENSERS --- EXISTING (SEE MECHANICAL CU 810,12 E A42 0 E O 3 EXF E A42 PROPOS F XTRICAL PLAN N7 GENERAL ELECTRICAL NOTES 1. CARBON MDNOX1DE DETECTORS SHALL BE INSTALLED AHEAD OF ALL SWITCHES & SHALL BE CONNECTED TO BATHROOM OR KITCHEN LIGHTING CIRCUITS. SMOKE DETECTORS ARE EXISTING TO REMAIN 2 CIRCUIT NUMBERS MAY VARY FOR LOAD CALCULATION ONLY SCALE 1/4%-1'-0" ELECTRICAL LEGEND \ TAMPER—RESISTANT DUPLEX RECEPTACLE GROUND FAULT INDICATOR MAIER PROOF SWITCH 3 WAY SWITCH INCANDESCLNT LIGHT RECESSED I ICI IT VP VAPOR PROOF FLOOD LIGHTS HARDWIRE CONNECTION EXF EXHAUST FAN CARBON MONOXIDE DETECTOR SMOKE DETECTOR CLG. MOUNT JUNCTION BOX CRILING SAN (OUTLET ()NIX) DISCONNECT ELECTRIC ELECTRIC PANEL GARAGF _BEDROOM SRA AUG 27 2013 FLORIDA REGISTRATION RA ; 94999 MSIKCEUSSATAiragORISEMIZIMIVIMOIAMMIVZSMVP-TatillUMNIEWESI DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO, 13007 SHEET E NOTE: EXISTING ELECTRICAL IS NOT SHOWN IN AREAS WHERE NO WORK IS TO BE DONE E. (STING CONDENSERS ( E MECHANICAL)-- - Al L ELECTRICAL TO REMAIN IN SAME LOCATION. J - 7 EXISTING SWITCHES TO REMAIN <J EXISTING EXHAUST FAN AND RECESSED LIGHTS TO REMAIN DEM( L.I" -KION ELECTRICAL PLAN \?) 2 CIRCUIT NUMBERS MAY VARY FOR LOAD CALCULATION ONLY SCALE : Mu= 1'-0" REF T 3 A5 EXISTING HI -HATS TO REMAIN (TYP. OF ALL) CUT SLAB ALONG PREVIOUSLY POURED AREA TOALLOVV FOR INSPECTION OF PREVIOUSLY RELOCATED ELECTRICAL SERVICE TO PROPOSED ISLAND. PATGH AND REPAIR SLAB AFTER APPROVED INSPECTION PER DETAIL H/A-3. STUB -UP TO REMAIN IN SAME LOCATION A18,20 I D131, OVEk E{-GFCI \ E A37 H A13,15 COOK TOP ALL ELECTRICAL TO REMAIN IN SAME LOCATION. OE A5 3 ALL ELECTRICAL TO REMAIN IN SAME LOCATION. BATH ONLY A6 8 N VP VP/ E E A6 / E GFCI A6 EXIST. 200 AMP PANEL 'A' ------ EXIST 150 AMP PANEL B' 1 Al L ELECTRICAL TO REMAIN E IN SAME LOCATION A35 EXIST FAN A35 A35 GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND 1 CARBON MONOXIDE DETECTORS SHALL BE EXF INSTALLED AHEAD ()FALL SWITCHES & SHALL BE CONNECTED TO /2\_ BATHROOM OR KITCHEN LIGHTING CIRCUITS. SMOKE DETECTORS TAMPER—RESISTANT DL.IPLEX RECEPTACI E,j, EXHAUST FAN_- ARE EXOT[NGTO REMAIN CFC( GROUND FAULT INDICATOR MdA.TERPROOF s\'JITGH CFRSCN L10NOX r2E DETECTOR ^ Y ETECT. CL MOUNT SMOKE DETECTOT,� DLG. -3 3 WAY SWITCH INCANDESCENT LIGHT ?. RECESSED L LGI1 I- v p va VAPOR PROOF FIOOD LIGHTS HARDWIRE CONNECTION ) JUNCTION BOX CEILING FAN (OUTLET ONLY) / DISCONNECT ELECTRIC METER ELECTRIC PANEL 1 A6 E GFCI CENTRAL VAC A33 /2\ E A8 /2\ EXISTING) C ENSERS (SEE MECHANIC L) REVISIONS BY REV. PER 131.DC. DEPT AND OWNER CMU 11/18/13 CMU 5/27/13 REV. PER OWNER (.MU Caro 8/21/13 Caroline Ueberschaer RA no 94999 711 NE 36th Street Boca Raton, Florida 561.212.5080 615, EH4E10,12 E AHU AHU J GARAGE ALL ELECTRICAL TO REMAIN IN SAME LOCATION. FLORIDA REGISTRATION kA A 94999 DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEET Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U309 [December 13, 2012 Bearing Wall Rating — 1 FIR. Finish Rating — See Items 2, 2A and 2B Load Restricted for Canadian Applications — See Guide BXUV7 - 0.0. --- 24'10.C. ; TTirL:2217272:27777-777:7",:i:anr.J.3.172,7Z-T7J2::3 (3-) L2 x 4's Firestopped 77.7(77**7/'-vrts /..,tic.`"rt.t.21/2'7,17.1;::*"—;*.2/12c, - -"•• l't-t...22,22,•27,12*,/,',2..21tCir.,[7'17117e,r7:2,..v.t.,/v tr. Jr2./l1c,.•=2,7, 7.7 • ....22.2.222../.2..,221/....,.....e.:12:17t7eve*217.2.11.......7.-2•21.2a2,.2.2.1-,. • ••••r-r:L2•2T:••••=2721..27.T.17.:::=1:::272.2•2'2,:11:727:71"1"::::. 1. Wood Studs — Nom 2 by 4 11, spaced 24 in. 00 effectively firestopped 2. Gypsum Board* -- 58 in. thick, 4 ft wide, applied either horizontally or yertically, nailed to studs and bearing plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in, shank diem and 1/4 in. diam heads spaced 7 in. OC. Finish Rating 27 Min. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 5) are used, wallboard attached to furring channels with 1 V. long Type S bugle -head steel screws spaced 12 in. OC. When Item 6. resilient channels are used, 5,8 in. thick. 4 ft wide applied vertically, Screw, attached furring channels with 1 in. long. self-dtilling, self -tapping Type S or S-12 steel screws spaced 8 in. 00, vertical jolnts located reld.',ati bet.vcen studs ACADIA DRYWALL SUPPLIES LTD - Type X AMERICAN GYPSUM CO-- Types AGX- 1, M -Glass, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 CERTAINTEED GYPSUM INC -- Type X. Types EGRG, GlasRoc, or Type 0 CERTAINTEED GYPSUM CANADA INC ----- Type X, Type 0 GEORGIA -PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD. DA, DAPC , DGG, DS, GPFS6, LS (finish rating 23 min) LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC-C. LGFC6A, LGFC2, LGFC2A, LGFC-C/A, LGCF-WD, LGLI_X. NATIONAL GYPSUM CO - Types FSK -C, FSW, FSW-3, FSVV-5, FSVV-C, FSW-G, FSMR-C, FSW-6 (finish rating 20 min), FSL. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -- Type C, 80-9. FG -11, PG -C, DOS- WRS. PANEL REY S A -- Types GRE -X. PRX, RTIX 61DX, 81>1 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD-- Type EX -1. TEMPLE-INLAND -- 1 ype X Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C THAI GYPSUM PRODUCTS PCL Type X, -I ype 2A Wall and Partition Facings and Accessories* — (As an alternate to Item 2, not shown) - Nominal 5,8 jn thick, 4 ft .,,,jde panels. applied. ‘,ertically to studs and bearing pia1es cn crie side of the assembly v,ith 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. 00 in the field Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. SERIOUS ENERGY INC -- Type OuietTRock 0R-530 (finish rating 23 rmn). 2B Gypsum Board* -- (As an alternate to Item 2) --- 5,8 in. thick gypsum panels, vdth square edges. applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1,4 in long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 80 cement coated nails 1-7/8 In. long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. 00. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. TEMPLE-INLAND — GreenGlass Type X (finish rating 23 min). 20. Gypsum Board* — (As an alternate to Item 2) - 58 in. thick, 4 ft. wide. paper surfaced applied verricarry only and seeered as described la Item 2 NATIONAL GYPSUM CO --- SoundBreak XP Type X Gypsum Board TEMPLE-INLAND --- Type X ConifortGeard Sound Dea.der'ng 0 psurn Board /finish rei'drig 27 rilm). 2D. Wall and Partition Facings and Accessories" — (As an alternate to Iteins 2 through 20) -- Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. SERIOUS ENERGY INC — Types Ouietf-Rock ES, OuretRock 527. 2E Gypsum Board — (As an alternate to Item 2) - 5.8 in. thick. 4 ft. wide. paper surfaced applied yerticaily only and secured as described in Item 2. CERTAINTEED GYPSUM INC --- Type SilentEX 2F. Gypsum Board*— As an alternate to Item 2) ---- 5.8 in. trOok, 4 ft. wide, appliedvertically w,ith vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 2. CERTAIN TEED GYPSUM INC 5/8" Easi-Lite Type /< CERTAINTEED GYPSUM CANADA INC ------5/8" Easi-Lite Type X THAI GYPSUM PRODUCTS PCL 5,8" E_asi-Lite Type X 3. Joints and Nailheads Wallboard joints covered with paper tape and joint compound, Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in. thick may be applied over the wallboard in addition to the specified joint treatment. 4 Batts and Blankets* — (Not Shown) - Optional glass fiber insulation CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) ---- Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3 0 lb/ft3. Alternate application mothod• The fiber is anelted twat)) U S. C.s2reenfrber LLC Type AD100 hot melt adhesive at a nom-tirel ratio of one part adhesive to 6.6 parts fiber to completely 111 the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 25 Iblft3. U S GREENFIBER L L C Cocoon2 Stabilized or Cocoon-FRM /Fire Rated Material) 413. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item 4) and Item 4A - Splay applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density cf 4.3 pounds per cubic ft. NU -WOOL CO INC Cellulose Insulation '10 Batts and Blankets* — Required for use with resilient channels. Item 6. 3 in. thick mineral wool bans, pieced to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. 00. THERMAFIBER INC -- Type SAFB 4D. Glass Fiber Insulation -- (As an alternate. to item 40) -- 3 in. thick glass fiber batts bearing the Ul_ Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to thel in. face 01 1)10 studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies. 4E. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A) — Glass fiber insulation, nom 3-1/2 im r. thick, min. density of 0 90 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 48. Fiber, Sprayed" — As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is applied ,,vith water to completely., fill the enclosed cavity in accordance /018 the Pr)2ication instructions supplied with the product The minimum dry density shall be 4 30 lbsift3. INTERNATIONAL CELLULOSE CORP -- Colbar-RL 5 Steel Framing Members (Optional, Not Shown) — Furring channels and Steel Framing Members as described below. a Furring Channels --- Foirned of No. 25 N1SG gal,/ steel 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in 00 perpendicular to studs. Channels secured to studs as described in Item b Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping /16 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 2. b. Steel Framing Members*-- used to attach furring channels (Item a) to studs (Item 1) Clips spaced 48 in. 00., and secured to studs with ITo. 8 x 2-1/2 in. coarse drywall screw through Ole center grommet Furring channels are friction filled into clips. F1SIC-1 clip for Ilse with 3-9/111 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL INC - Typos fRSIC-1, RSIC-1 (2.75). 6 Furring Channel --- Optional - Nnt bmown - For use on one side of the v'ell [Resilient channels, 25 MSG ga1v steel spaced vertically 24 bi. 00, flange portion screw attached to one side of studs with 1-1/4 in long cliamcnd shaped point, crotiHe feed riiirlies hoed steel screws. When resilient channels are used, insulation, Items 40 or 4D is required 6A Steel Framing Members* — Opt cup) - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs. ecly. Clips attached al each intersection of the resilient channel and the wood studs (Iterl) 1) Resilien dhannels are friction fitted into clips, and then clips are secured to the v‘iood stud with 01111. 1-14 in long rmond sr raped point, double lead Phillips head steel screws through the center hole of the clip and tie resilient channel flange. KEENE BUILDING PRODUCTS CO INC -- Type RC Assurance 7. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufactnrer's recommendations When the 0R-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is are to Ter installed as :adicated as 10 [astem/or tr,pe or: spacing. eoccot tbat the reid,iireid fasteecr !cregth shall he increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Beard. SERIOUS ENERGY INC -- Type QuietfRock OR -510 8. Cementitious Backer Units" — (Optional Item Not Shown - For Lis° On Face Of 1 Fir With All Slandard Items Required) - 1/2 in., 5.'8 in., 3/4 in or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement hoard screws of adequate length to penetrate stud by a minimum of 18 in for steel framing members, and a minimum of 3,4 in for wood framing r nembers spaced a max of 8 in. 00. When 4 ft. wide hoards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO Fspe PermaBase 9. Non -Bearing Wall Partition Intersection — (Optional) Two nominal 214 4 in. stud or nominal 2 by 6 in stud nailed together with two 3in. lorig 10r1 nails spaced a rnax. 16 in. 00. vertically and fastened to one, side of the minimum 2 by 4 in. stud with 3 in. long 100 nails spared a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall paitition wood studs are to be framed by r,rth second 2 ey 4 in 2,00d said fasterod .with 3 in. IGO nods spaced a may 16 in. 00. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non- bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 10 Mineral and Fiber Board' --- (Optiona). Not siy2n) -- For optional use as an additional layer on one side of wall Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in long Type W steel screws. spaced 12 in. OC. The required UL Classified gypsum board layer (s) is/are to he installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Nnt evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO Homasote 7485.1.1032 10A. Mineral and Fiber Board*— (Optional. Not shown) -- For use with Items 10B -10E) — For optional use as an additional layer on one side of vvall Nom 1/2 in. thick. 4 ft wide yvrth long dimension parallel and centere.1 0..0/studs. Attac)med to frandug r.ith ruinunum 1-38 in 'erg ring stdaaked rails cr 1-1'4 in. long Thpe, W steel screws, spaced 12 in. OC along hoard edges and 24 in. OC in field of board along intermediate, framing. Not evaluated or intended as a substitute for the required lay(s)o1 UL Classified Gypsum Board. HOMASOTE CO 1 loinasote Ty pe 440-32 185, Glass Fiber Insulation -- (Fer use vvitli Item 10A) — 3-1/2 in thick grass fiber batts beaming the UL Clasification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (EWLJV or 87.17i categories for names of Classified companies. 100. Batts and Blankets* — (As an alternate to Item 10B, For use yvith Item 10A), 3 in, thick mineral wool bads, placed to fill interior of wall, altachud to the 3-1/2 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — SAFB 10D. Adhesive (For use with Item 10A) - Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 10A) 10E1 Gypsum Board*— (For use with Item 10A) - 5.8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 10A) with verticsiljoints located anywhere over stud (•avities. Sec -wed to mineral and fiber hoards with 1-1/2 in. Type G Screws spaced 8 in. 00 along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board diem 10A). Secured to outermost studs and bearing plates with 2 in. long Type 5 setnws spaced 8 in. OC Gypsum Board joints covered with paper tape and joint compound. Screw heacls covered with joint compound, Finish Rating 30 Min. AMERICAN GYPSUM CO -- Type AG -C CERTAINTEED GYPSUM INC -- f y•per FRPC, Type 0 CERTAINTEED GYPSUM CANADA INC ---- Type C CGC INC — Types 0, IP -X2, IPC -AR GEORGIA -PACIFIC GYPSUM L L 0 — Types 5, DAPC LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-C/A NATIONAL GYPSUM CO -- Types FSK -C, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG -C. PANEL REY S A — Type PRC TEMPLE-INLAND --- Type TG -C THAI GYPSUM PRODUCTS PCL - Type UNITED STATES GYPSUM CO --Types 0, IP -X2, IPC -AR USG MEXICO S A DE C V Types C, IP -X2, IPC -AR 'Bearing the UL Classification Mark Last Updated on 2012-12-1) LN ATE) N.S_DIRE CIO 1 Y System No. W -L-1120 XIIEZ7.W-L-1120 Through -penetration Firestop Systems Certified for Canada Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jur isdic /ion should be consulted in all cases as to the particu'ar requirements coxering the installation an4 use of UL Listed rri Classiried produrts, equipment, stem, deo ices, and materia's • Autnorities jurischction showd be consulted Defore construct,on. • Fire resistance assemblies and products are de\ 1/loped by the des.gn submrtt, r and have been in estqatecl UL for comp/,ince v:ith appl!cahle 10/1//' 151011010. -The published Inf,.1rwitJ-, cannot always address e..ery construction nuance encountered in the field. • When he'd issues arise, It Is recommended the flr St contact ter assistance he the technical sen ice staff pro\ del by the product manufacturer noted for /he cles.gn. Users Or fire resistance assemblies are ad.ised to consult the general Guide Infer fratit..11 for each pd 111 categ,xry and each group of assemblies. The Guide 1nformation includes specifics concerning alternate materials and alternate methods of construction. • prodocrs .,•,1„,c0 bear OL s are cons,do,ed Listed, Through -penetration Firestop Systems Certified for Canada General Infer mDtion for throuah-oenetraten Firest211.5sterns Certned for Canada System No. W -L-1120 Seo:ember 22, 2010 F Rating — 1 Hr T Rating — 0 Hr (2) / ( 413 ) „_•-• .416) A -A 1 Wall Assembly — The frre-xated cipsurn c..oirociarci.stud coon assembly shall Le con.:e.,...,sted of the rnateHals and in the manner s3ecitieci in the irdi\ ,clual1L300 or 11400 Series V;all and Partition Designs 41 the UL Fire Re,Lstance Directory and shall include the follov,,ing construction features: A Studs clurk • of nom 2 4 in lumber spaced 15 in, 00. StLel =Lids to he min 2-1./.? in. vide and spaced max 24 in. 01'. the open1ng in the vial) ac20,mmodate the through penetrantalters 2) shal be framed on all aisles o,tliin th.' stud cavity using short lengths of stud installed bet...xeen the vertical stud members. B Gypsum Board" — One later '0 nom 5,8 in. thx.k ,recif;ed indixidual \Vail sird Part.tion Despin. 1.1ov &am of opening is 22 10, for xtecl stud ,...0115. flax cliam of cpening is 14-1,2 in for v.00d stud ,'.ails, 2 Steel Wire Mesh — 0 Imdr [cal sleexe fabricated from No. 5 steel ..xire mesh and hoLs A g a min 1 in, lap along the, lorg,tudinal seam. Leng:h of steel vire mesh to be 1/2 in, less than th,ckness of the ,.•:.011. Steel ',vire mesh to be cantered and formed to fit periphery of through open/00, 2A. Metallic Sleeve — (Optional) Cv1TcHcal slee,e fabricated from min i/o. 25 gauge galv sheet steel and hayi0e, 11 -10 1 .0 f c'e„ e e,tc,,1 a ,`',AX IA .::&p of 3 Through Penetrants — Ora in( talk r" re. condwt nt Libing to be installed either cuncerltncally or ,eccentricaHy ',:thin /0o firestup sstern, The a•Inular space betv.een ripe, conduit er tubxng and per-The:1y of opening shall h in (po.nt connd m tact) aax 2 in. Pq-e. condo to Inct or tuhi,g rigidly xupportecl on both of wrn sides all a,,eb,y. 'he follo.xing types and saes metallrc pipcs, conduits or tubing may Le used: Le mini 0 A Steel Pipe -- Nom 2010 diam (or smaller) Schedule 10 (cr hee0Hor) steel pipe. B. Iron Pipe -- Nom 20 in diem (or smaller) 10.01 111 ductile iron pipe. C. Conduit -- Nom 1 In diam (or smaller) elect,ical I0c:10410 tubing or steel conduit. D Copper Tubing -- Nom 4 in. ('.1:`1.1(N Srllarel) L (or heavier) cot -per tubing. E. Copper Pipe — Nom 4 in, diam (or smaller) Regular (or heavier) copper pipe.. 4 Firestop System — lhe firestop system shall consist of the follevong: A Packing Material — 1.lrn 3-!'r in thickness of min 4,0 pcf mineral 1.;001 hall insulation firmly par ed into opening a permanent form. Fading material to be recoxsed from both surfaces of ,xall as required to accommodate the required thickness of 011 meter ral 1'. Fill, Voirf or Cavity Material' -- Caulk — sf the alrulux,, ,th both surfaces of svall. At the pxint contact !oration betc.,een pipe and a 11111) dram her3 cf 114 fratefial shall he applred at (Inc vialLpipe rtcrface on both surfaces of RECTORSEAL - Lletacaulk 1000 'Bearing the LP_ Ciassificahon !Lark 1 (1) _I 1 A4HiT REVISIONS BY ..,...441.11111.1.1MMIIMERIMINIL91.11.111111111•11,111Pmr7 Caroline Ueberscliaeri RA no 94999 o 711 NE 36th Street o Boca Raton, Florida 561.212.5080 11 4-1 4-1 ,C1) fr) Cr) z FEb 1 4 FLORIDA REGISTRATION RA # 94999 DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEET 1 6-1/4" ���_���� ��U ��� 50^OENSARMORPLUGF|REGAURO WALL BOARD TO UNDERSIDE OF EXISTING WOOD TRUSSES � PAINT A3SCHEDULED SELECTED BY OWNER ADD R- 11 SOUND ATTENUATION BATT INSULATION NE\N SHEATHING AS PER GP AND ULDETAIL ONSHEET A-4 2 X 6 EXISTING WOOD STUDS AND SILL AND HEADER TOREMAIN i | � | SECTION PARTITION --- i NON-BEARING 1 HR FIRE RATED (PER U.L. DESIGN NO. U-309) 4-3/4" | | PARTITION NON-BEARING 4 7/8" 1 —' -^--' PLYWOOD BLOCKING © UPPER CABINETS AND WALL MTD. EOU|PMENT 5/8' GYPSUM WALL BOARD (GREEN BOARD AT ALLAREASVV|THA|RMO|8TURECONTENT)ATT TO WOOD STUDS , / | PAINT ASSCHEDULED PLYWOOD BLOCKING © UPPER CABINETS AND WALL MTD. EQUIPMENT PARTITION NON-BEARING PLYWOOD BLOCKING ©UPPERCAB|NETSANDVVALLMTD. EQUIPMENT 5/8" GYPSUM WALL BOARD ATT. TO WOOD STUDS EXISTING 2 X 4 WOOD STUDS @ 24" O.C. PAINT ASSCHEDULED SELECTED 8YOVVNER | / K� " 4-3/4" [4<- PARTITION NON-BEARING PLYWOOD BLOCKING UPPER CABINETS AND WALL MTD. ! EQUIPMENT 5/8" GYPSUM WALL BOARD (GREEN BOARD AT ALLAREASVV|THA|RM0STURECONTENT)ATT TO W000 STUDS PAINT A3SCHEDULED SELECTED BYOVVNER 50^CEMENT0OUS BACKER BOARD ATT TO WOOD STUDS �--5/8^GYPSUM WALL BOARD ATT. TD WOOD STUDS PAINT ASSCHEDULED SELECTED BYOWNER } PARTITION . �~�����������,� �� NON-BEARING --~—' ' EXIST STUCCO TO REMAIN EXIST. VVINDOVV AND SILL TO REMAIN EXISTING WOOD STUDS AND PLYW000 TO REMAIN. TREATAND DRY WATERDAMAGED EXISTING WOOD. 5/8" GYPSUM WALL BOARD (GREEN BOARD) ATT. TO FURRING STRIPS OVER FOIL BACKED INSULATION NEW PTWOOD 2X4FRAME VV/ 8d NAILS ©O^U.C.AROUND EACH AREA. NEW" EXTERIOR GRADE PLYWOOD 8', � MAX. /7 ~| \ --��~- EXIST. CONC. SLAB EDGE OF CONCRETE TILT PANEL OPENING POURED CONCRETE INFILL SELECTED BY OWNER NEW G.W.B. TO STAY ABOVE EXISTING CONC. SLAB AS SHOWN TO PREVENT FUTURE WICKING PROVIDE TPROTECTION FB[}R2O1OSECTION R31O,1,2 SUBMIT CERTIFICATE OF COMPLIANCE TO BUILDING DEPT --� (1)#5REBAR(TYF!) DRILL AND EPDXY G^MIN. EMBEDMENT SILL DETAIL EXTERIOR WINDOW REVISIONS BY REV. PER a�oc os�T! AND OWNER 4/18/13 CMU REV. PER OWNER Caro CMU Caroline Ueberschaer RA no 94999 711 NE 36th Street Boca Raton, Florida ���1 �1� �O��O ~~^'~-^^-'~~`~° AUG y12D11 FLORIDA REGISTRATION RA 4 94999 DRAWN CMU CHECKED CMU DAFE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEET = 3 MASTER_ SEDT I:YORK I -HIS AREA ----- NO WORK THIS AREA -- CLOSET OOM REMOVE AND CAP .1- EXISTING VANITY SINKS AND FAUCETS. REPLACE DAMAGED DRYVVALL AS R QUIRED -- / SITTING AREA b MASTER BATH EXISTING TUB TO BE REMOVED \\ AND REPLACED VVITH NEW TUB IN SAME LOCATION 0 REMOVE EXISTING TILE IN SHOWER AND RETILE AS PER OWNER SELECTION (ALL FIXTURES AND DRAIN TO REMAIN IN SAME LOCATION, SHOWER TO RECEIVE NEW PAN AND NEW TEMPERED GLASS ENCLOSURE AS PER FBCR 4410 2.6 3 - COVERED AREA NO WORK THIS AREA -- •I` LIVING AREA _J (s) BATHH5 ALL FIXTURES THIS BATH TO BE REMOVED AND REPLACED IN SAME LOCATION NO WORK THIS AREA - FOYER ALL FIXTURES BATH TO BE REMOVED AND ( REPLACED IN SAME \--1 LOCATION EXIST. VVATER HEATER TO REMAIN DEN REMOVE AND REPLACE ALL DRYWALL ON BATHROOM WALLS WITH CEMENTITIOUS BOARD AS REQUIRED BELOW TILE AREAS AND GREENBOARD ALL REMAINING WALLS UP TO 48" WITH GREENBOARD(TYP) DEMOLITION AND PROPOSED .FLOOR PLAN EXIST VVINDOVV AND WOOD STUD WALL BELOW TO REMAIN. TREAT EXISTING WATER DAMAGE TO STUDS AND PLYWOODAND DRY COMPI ETELY PRIOR TO APPLYING NEW PLYWOOD OVER EXISTING }- SCALE : 1/4'. I-0" I) 0 R.C1.1 BREAK FA 'I' DINING AREA REF /-- I / DBL. REMOVE AND REPLACE DAMAGED DRYWALL 00 BOTH SIDES OF EXISTING WALLS AS REQUIRED REMOVE AND REPLACE ANY DAMAGED DRYWALL — - BEDROOM #4 KITCHEN ( E CLO j#4 I I NO WORK 1HIS AREA NEW ISLAND CABINETRY BY OTHERS REMOVE AND REPLACE ANY DAMAGED DRYVVALL AND REPLACE WITH NEW DRYVVALL UP TO 48" A F F. WITH GREENBOARD (TYP.) AS REQUIRED. — REMOVE AND REPLACE ALL CABINETRY, APPLIANCES AND FIXTURES AS PER OWNER SELECTION FAMILY ROOM CORRIDOR REMOVE AND REPLACE DRYWALL 00 BATHROO WALLS AS REQUIRED WITH CEMENTITIOUS BOARD BELOW TILE AREAS AND GREENBOA ALL REMAINING WALLS ,STYP)_ EXIST. WINDOW AND WOOD STUD WALL BELOW TO REMAIN, TREAT EXISTING WATER DAMAGE TO STUD AND PLYWOOD AND DRY (-COMPLETELY PRIOR TO APPLYING ( NEW PLYWOOD OVER EXISTING / NOTE: SEE NOTES #11-#13 \ CE) CE) BATI-1#41 ALL FIXTURES THIS BATH TO BE REMOVED AND REPLACED 10 SAME LOCATION C LO.4,2 BEDROOM fl2 REMOVE AND REPLACE DRYWALL ON BATHROOM WALLS AS REQUIRED VVITFI CEMENTITIOUS BOARD BELOW TILE AREAS AND GREEIJBOARD ALL REMAINING WALLS UP TO 48" A.F.F.(TYP.) ALL FIXTURES THIS BATH TO BE REMOVED AND REPLACED IN SAME LOCATION. SHOWER TO RECEIVE TEMPERED GLASS ENCLOSURE AS PER FBCR 4410.2.6 3 CORRIDOR REMOVE EXISTING DRYVVALL L.`/CFFIT AND REPAIR DRYWALL ON CEILING AS REQUIRED. REPLACE VV/ NEW 5:',DRYWALL ON CEILING 4 BA1111/ 6 LA, [1J LAUNDRY LAUNDRY 1-6- , • (ILO //3 BEDROOM 113 REMOVE EXISTING DRYVVALL BOTH SIDES. REPLACE WITH NEW 1 -HOUR RATED ASSEMBY AHU AHU D REMOVE EXISTING TII E AND TUB AND PEPLACE WITH SIMILAR AS PER OVVNER SELECTION (ALL FIXTURES AND DRAIN 0 REMAIN IN SAME LOCATION. AREA OF WO R I AN SCALE: 1 EXIST. 200 AMP PANEL 'A' -- EXISF. '150 AMR PANEL 'B' NEW BASE WITH NEW'6'-4" ,. f AHU (SEE MECHANICAL)- I ,,_„,,N,_ „,,,, _ __„."..,____.", ____,-", .."'_ FIELD VERIFY UNIT ,_ __- LOCATION TO ALIGN VJITI-I EXISTING DUCTS IN CEILING EXISTING WATER HEATER T\O,REM/Alt4 (7- EXISTING 22" X 54" I -HOUR RATED ATTIC ACCESS W/ FOLDING STAIR EXISTING 1 -HOUR RATED DEMISING WALL - GARAGE : CE) CU EXISTING CONDENSERS (SEE MECHANICAL) CU CED ALL FIXTURES THIS BATH TO BE REMOVED AND REPLACED IN SAME LOCATION REMOVE AND REPLACE DRYWALL ON BATHROOM WALLSAS REQUIRED 'WITH CEMENTITIOUS BOARD BELOW TILE AREAS AND GREENBOARD ALL REMAINING WALLS (TYP) BEDROOM 00 WORK THIS AREA-----__ DESIGN PARAMETERS AND ASSUMPTIONS: CODE EDITION: E 2010 FLORIDA BUILDING CODE E ASCE 7-05 (EXPOSURE CONDITION, INDICATE CONSTRUCTION TYPE: V OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: [.] PARTIALLY ENCLOSED 53 ENCLOSED Li OPEN Li TEST ED Cl (VV!t:JD U00EI..) BUILDING HEIGHT: bd< 60ft, (ASCE 7-05 ) Lil > 605. (MUST USE ASCE 7) MEAN ROOF HEIGHT: 20MAX. (FOR LOW RISE BLDG WITH SLOPED ROOFS) IMPORTANCE FACTOR: 1.0 CATEGORY 2 (DETERMINED BY BUILDING USE/ OcCUPANCY, REFER TO ASCE TABLE 6-1) INTERNAL PRESSURE COEFFICIENT: (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATiVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUIL DING ENVELOPE COMPONENTS AND CLADDING, AS APPLICAE3LE WIND SPEED 170 (3 -SEC GUST) BASIC VELOCITY PRESSURE +/- 18 26.41 psP NOTE ACTUAL DESIGN PRESSURES FJ JR AI L EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE 111DICATED ON CONSTRUClIoN PLANS ROOF TRUSS LIVE LOAD 20 PSF FOR TOP CHORD 10 PSF FOR BOTTOM CHORD ROOF TRUSS DEAD LOAD _15 PSF FOR TOP CHORD 10 PSF FOR BOTTOM CHORD ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT SOIL BEARING CAPACITY 2500 : PSF REVIEWED FOR SHEAR WALL REQUIREMENTS IMPACT PROTECTION REQUIRED 10 PS TC)TAL 10 YES 00 2) YES Li NO GENERAL FOUNDATION PLAN NOTES SLAB ON GRADE 4" THICK 3000 psi CONCRETE SLAB WITH 6I1x6II/w1.4 x WEL DED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB SUPPORTED 3-0" ON CENTER MAX. ON 6 -MIL VAPOR BARRIER ON CLEAN 95 % COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 psf. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BYAN ARCHITECT OR A PROFESSIONAL ENGINEER. CORNER BARS THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/A MINIMUM LAP SPLICE OF 18" INTERSECTING BLOCK WALLS INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS @ 24" 0.0 VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS GENERAL DEMO. PLAN NOTES 1. PRIOR COMMENCEMENT TO WORK CONTRACTOR SHALL INSPECT THE ENTIRE SITE OF ALL OBJECTS AND UTILITIES TO BE REMOVED AND/OR PRESERVED TO DETERMINE REQUIREMENTS FOR PROTECTION OR DISCONNECTION AND CAPPING OF SUCH WORK IN ACCORDANCE WITH OWNER OR GOVERNMENT AGENCIES INVOLVED. 2. CONTRACTOR SHALL RE-ROUTE AND/OR CAP OFF ALL UNUSED UTILITIES COMING INTO THE BUILDING AFTER CHECKING WITH THE OWNER, ALL UTILITIES NOT BEING RE-ROUTED SHALL BE CAPPED OF AS REQUIRED BY CODE. 3. CONTRACTOR SHALL COORDINATE ALL TRADES AND DISCIPLINES INVOLVED IN DEMOLITION. 4. ALL WORK SHALL BE PERFORMED ACCORDING TO LOCAL, COUNTY, STATE AND HOA CODES AND ACCEPTED PRACTICES. 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY DESIGNER OF RECORD OF ANY DISCREPANCIES IN WRITING. 6. CONTRACTOR SHALL REPORT AND RECORD ANY EXISTING DAMAGE PRIOR TO CONSTRUCTION AND SHALL REPAIR ALL NEW AND EXISTING DAMAGE TO MATCH ADJOINING SURFACES. 7. CONTRACTOR SHALL VERIFY WITH ARHITECT THE PLACEMENT OF LIGHTS AND OUTLETS TO BE RELOCATED OR INSTALLED. 8. CONTRACTOR SHALL PATCH AND REPAIR ALL WORK DISTURBED DUE TO DEMOLITION SHALL MATCH ALL ADJOINING WORK. 9, DEMOLITION CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH ALL EXISTING UTILITIES, SERVICES, ETC., BELOW AND ABOVE GROUND PRIOR TO DEMOLITION. 10. DEMOLITION CONTRACTOR SHALL GIVE ADEQUATE NOTICE TO ALL AFFECTED UTILITIES AND SERVICES AND MAKE PROVISIONS TO MEET ON SITE FOR VERIFICATION WITH INVOLVED AGENCIES AS NECESSARY. 11. WATER DAMAGE REMOVAL: CONTRACTOR SHALL REMOVE ALL WALL SYSTEMS, FLOORING AND CEILING AREAS AFFECTED BY WATER DAMAGE AND SHALL REMOVE AN EXTRA 24" BEYOND SUCH AREAS WHERE NO DAMAGE IS DETECTED. CONTRACTOR SHALL NOTIFY ARCHITECT IN AREAS WHERE THIS CAN NOT BE ACHEIVED AND AWAIT ARCHITECTS REPAIR / REPLACEMENT DETALS. CONTRACTOR SHALL ALSO NOTIFY ARCHITECT WHERE WATER DAMAGE AFFECTS ITEMS OF STRUCTURAL INTEGRITY AND AWAIT REPAIR/ REPLACEMENT DETAILS. 12. CONTRACTOR SHALL REMOVE DRYWALL AND CEMENTITIOUS BOARD IN ALL BATHROOMS AS REQUIRED UP TO 48" A.F.F. AT ALL AREAS AND UP TO CEILING AT AREAS TO BE TILED, 13. ALL NEW AND EXISTING DRYWALL TO BE REMOVED UP AS REQUIRED TO 1" A.F.F., CONTRACTOR TO TAKE CARE NOT TO CUT EXISITNG STUDS. PIPES, ELECTRICAL CONDUIT. IF DAMAGE OCCURS, CONTACT ARCHITECT FOR REPAIR DETAIL. STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. LEGEND WALLTO BE DTMOLISHED EXISTING INTERIOR PARTION WALL EXISI ENG / RENOVATED 1 -HOUR WALL PROPOSED INTERIOR PARTITION WALL REVISIONS BY PP/ Prir2 L.?' DC, AND P8 CMU 4/18/1.1 REV. PER OWNER CHU 8/21/1.3 'Caroline Ueberschaer 1 RA no 94999 711 NE 36th Street Boca Raton, Florida 561.212.5080 ,........m.IEB11201=1611111.1%Mil.r.IGAMICEOCL.A.,...t.00rma,macum AUG 2 7 2013 FLORIDA REGISTRATION RA # 0 0 LL_ DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEET RI A2 LU RE WAT ER DAMAG KITCE ~=1...`�~�| 4 --:�— n rmatawarl E AND OVA 10 -j 7821 SALEM LANE PARKLAND, FL 33067 JOBNO. 1 GENERAL NOTES 1. THIS PROJECT IS TO BE CONSTRUCTED UNDER TIIE PROVISIONS OF THE FLORIDA BUILDING 000E 2010 EDITION, NFPA 1 AND NFPA 101 ADA, FLORIDA STATE STATUTES AND ALL OTHER APPLICABLE CODES. 2. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILARIZE HIMSELF WITH THE EXISTING C0NDTI0NS AND NOTIFY TIIE ARCHITECT OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS. 3. 00 NO SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENS!ONS. 4. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 5. THESE DRAWINGS ARE DIAGRAMATIC AND ARE NTENDED TO SHOW THE DESIGN INTENT ONLY THEY 00 NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHNG COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BECONSIDERED NCIDENTAL TO THEIR INSTALLATION. ALL TRADES TO PROVJDE SHOP DRAWINGS FORARCHITECTS REVIEW PRIOR TO FABRICATION G. THE C[)NTRACT0RSHALL REV|EVVTHE PROJECT CONTRACT | DOCUMENTS AND NOTIFY TI iE ARGHITECT OF ANY OBSERVED DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 7. ALL EXPOSED Si UCCO, CEMENT, PLASTER OR GYPSUM BOARD SURFACES TO BE PA!NTED UNLESS OTHERWISE NOTED. COLOR fO BE SELECTEDBYARCH|TECT REFER TO SPECPFICATION FOR APPLICATION PROCEDURE. 8. PROVIDE DOUBLE STUDS OR BLOCKING AS REQU!RED TO SUPPORT WALL MOUNTED EQUIPMENT. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING, BLOCKING SUBJECTTO MOIST OR HUM!D C0NDTI0NS SHALL BE PRESSURE TREATED. ISOLATE PRESSURE TREATED WOOD FROM METAL FRAMING WITH 15# FELTAND USE CORROSION RESISTANr FASTENERS TO MINIMIZE GALVANIC ACTION. 8. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE INTERIOR DESIGNER. REFER 10 SPECIFICATION FOR APPLICATION PROCEDURE. 9. NO ASBESFOS IN ANY FORM WILL BE PERMITTED IN THIS BUILDING. 10. ALL DIMENSIONS SI-IOWN ON THIS PLAN ARE NOMINAL. THE CONTRACTORSHALLBERESPONS|BLETOADJUGTACTUALCONGTRUCT|ON DIMENSIONS SLIGHTLY TO ALLOW FOR EXACT MATERIAL THICKNESS AND REQUIRED CLEARANCE. D!MENSIONS ON PLANS ARE TO FINISH OF INTERIOR STUD PARTITIONS, CENTERLINE OF CONSTRUCTION LINES, AND FACE OF MASONRY. 11. DUCTS, PIPES, CONDUIT, ETC.-ALLVERTICALAND HORIZONTALDUCTS, PIPES, CONDUIT, ETC. (WHETHER SHOWN OR NOT) IN FINISHED ROOMS SHALL BE LOCATED IN WALL TEMS THAT CANNOT BE LOCATED IN WALL SHALL BE FURRED IN AND FINISHED TO MATCH ADJACENT FINSHED SURFACES AND ANY REOUIRED WALL OR CEILING RATINGS. VERIFYACCEPTABILITY WITH ARCI-IITECT PRIOR TO ENCASEMENT. 12. ACCESS PANELS: FURNISHAND INSTALLACCESS PANELS, WHETHER SHOWN OR NOT, IN WALLS AND N0NACCESSIBLE TYPE CEILINGS WEIERE SERVICE OR ADJUSTMENT TO MECHANICAL, FIRE PROI ECTION, PLUMBING, OR ELECTRICAL EQUIPMENT IS REQUIRED. 13. PRECAUTIONS: 00 NOT PROCEED WITH WORK IF UNFORESEEN CONDI11ONS ARE DISCOVERED WHICH COULD CAUSE ADVERSE EFFECTS UPON THE STRUCTURE OR ITS OCCUPANTS. REPORTANY SUCH CONDITION IMMEDIAELY TO THE ARCHITECT. TAKE PRECAUTONS TO PROPERLY SUPPORf TFIE STRUCTURE. THE CONTRACTOR SHALL REPORTALL TOXIC MATERIALS LOCATED TO OWNER, ARCIIITECT AND AUTHORITIES HAVING JURISDICTION. REMOVAL OF MATERiAL WILL BE COMPLETED PER APPROVED MEANS BEFORE CONSTRUCTION CON r|NUES. 14. SAFETY: PROVIDE, ERECTAND MAINTAIN BARRICADES, LIGHTINGAND GUARDRAILS AS REQUIRED BY APPLICABLE REGULATORYAGENCIES TO PROTECT OCCUPANTS OF BUILDING AND WORKERS, 15. IF DISCREPANCIES EXIST BETWEEN SPECIFICATIONS/\ND DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES TO OBTAIN CLARIFICATION. 16, EXITACCESS: MAINTAIN FREE, SAFE, ANDAPPROVED MEANS OF EGRESS IN AND OUT OF PROJECI LOCATION IN A000RDANCE WITH REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. 17. 8TRU[JURALRBNFORCEK4EN[|NTHEEVENTTHA7VV|NDOVVDR STOREFRONT SIZES DICTATE THE NEED FOR ADDITIONAL STRUCTURAL REINFORCEMENT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SUCH REINFORCEMENf DESIGNED BYA REGISTERED ENGINEERAS PARTOFTHEVV|NDOVVGYSTEKUFORNOAD0[|ONALCOST 18. THE GENERAL CONTRACTOR SHALL 000RDINATE OPENINGS IN SLABS AND WALLS AS REQUIRED FOR THE INSTALLATION OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION ITEMS. 00 NOT CUT CONCRETE COLUMNS, BEAMS, OR OTHER STRUCTURAL ELEMENT WITHOUT THE PRIOR WRITTEN PERMISSION OF THE ARCIIITECT OF RECORD. 19. CONTRACTOR SHALL IOLD A MEETING OF ALL SUB.CONfRACTCRS VVHO HAVE WORK THAT IS TO BE INSTALLED ABOVE THF CEILING PRIOR TO THE START OF THEIR INSTALLATON FOR TFIE PURPOSE OF COORDINATING NECESSARY CLEARANCES AND PROPER ROUTING. CONTRACTOR TO SUBMIT ATYPICAL SECTION DRAWN TO SCALE SHOWING THEASSIGNED LAYERING. 19. CONTRACTOR SHALL CARRY BANDING, SCORE LINES, FINISHES ETC. AROUND EXI ERIOR ARCHIFECTURAL ELEMENTS SUCH AS COLUMNS, ARCHES, SCREEN WALLS ETC. WHEN NO ELEVATION IS SHOWN FOR THOSE SIDE OR REAR ELEVATIONS. 20. WHERE ASTUD WALL ABU [SAFURRED OUT MASONRY WALL THE CONTRACTOR SHALL HOLD TIIE FACE OF THE FURRING S URIP, SO THATA SMOO rH UNINTERUPTED LAYER OF GYPSUM BOARD MAY BE APPLIED. 21. THE CONTRACTOR SHALL SELECTAPPR0PrIATE MATERIALS THATARE BEST SUITED FOR THEIR INTENDED USE. ALL MATERIALS SHALL BE INSTALLED PLUMB AND DEFECT -FREE 22. MOLD REMOVAL: CONTRACTOR SHALL REMOVE ALL WALL SYSTEMS, FLOORING AND CEILING AREAS AFFECTED BY MOLD AND SIIALL REMOVE AN EXTRA24" BEYOND SUCII AREAS WHERE NO MOLD IS DEJECTED. CONTRACTOR SHALL NOTIFYARCHITECT IN AREAS WHERE THIS CAN NOT BE ACHEIVED ANL) AWAITARCHITECTS REPAIR / REPLACEMENT DETAILS. CONTRACTOR SHALL ALSO NO 1 IFY ARCHITECT WHERE MOLD AFFECTS ITEMS OF STRUCTURAL INTEGRITY AND AWAIT REPAIR/ REPLACEMENT DETAILS. PROJECT INFORMATION ���0����T|���J n^�_/���vr�//��/x USE GROUP CLASSIFICAT1ON LEVEL OF ALTERATION AREA CALCULATIONS AREA UNDER SCOPE OF IMPROVEMENT EXISTING LIVING EXISTING GARAGE COVERED PORCH: COVERED ENTRY: TOTAL: CONSTRUCTION TYPE EXIT DOORS /FBC; 2010 1008.1) SMOKE DETECTORS PER NFPA 72 /FBC 2010 R314.3 SYMBOLS DETAIL REFERENCE INTERIOR ELEVATION REFERENCE SECTION REFERENCE ANCHORAGE SCFIE[}i]LE REFERENCE TIE BEAM REFERENCE REVISION REFERENCE DOOR / WINDOW REFERENCE PRECAST LINTEL REFERENCE INDEX OF DRAWINGS �\_ ^ i�]-- G -�3 1-45, +mpsF| ~375#/FT Ar1 COVER SHEET— SITE PLAN ARCHITECTURAL: � � DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER ANCHORAGE LETTER BEAM NUMBER REVISION NUMBER R3 LEVEL 2 1,456 SQ FT 4,285 SQ FT 842 SQ FT 740 SOFT 86 SOFT 5,953 SQ FT VB EXIST. EXIST OPENING NUMBER 000R / WINDOW SIZE SPECIAL NOTES DESKN WIND LOAD CALCULATION INDIGATES LBS. PER LINEAR FOOT CAPACITY REQUIEED BY PRECAST LINTEL TO SUPPORT DEADAND LIVE LOADS A-2 DEMOLITION AND PROPOSED FLOOR PLAN A-3 DETAIL' A-4 UL RA[|i`GSAND DETAILS ELECTRICAL / PLUMBING: E-1 ELEC7HC/\LAN[) LIGHTING [)EM[) PLAN E-2 ELEC,T|lC/\L/\ND LIGHTING PROPOSED PLAN E-3 SCHE'DUiE/\N[} DETAILS P-1 PLUMBING PLAN WITH RISERS LEGAL DE('CRUP7FUON LOT 6'BLOCK 10'PARKLAND LAKES, P.U.D.ACCORDING TO THE PLAT THEREOF AS RECORDED IN PUVr BOOK 102 AT PAGE 44 OF THE PUBLIC RECORDS OF BR[)WAR[) COUNTY FLORIDA. FLOODAND ZONING U�-�������U»��� U-�_«���.�K~� UU`m0-�.�U��U%/U��K K«��U`N FLOOD ZONE— X EXISTING ZONING — RESIDENTIAL LOCATION ��-D-U�~��U � 0 �� �� �~«��«°^��U Uv~�K"W U�U�-��- '.`,'=.� ° r'm'^''`~ �� �[UU/�[} � ���� �� /�\ VY �� | \ ���� .J SSWAY ~��� vy /� \ - .1) REVISIONS BY Caroline Ueberschaer 1 RA no 94999 1 711 NE 36th Street 1 Boca Raton, Aor'da ���1 �1� �O��O ���.�����.���� 0 LL. REGISTRATION RA # 94999 � DRAWN CMU CHECKED CMU DATE 1-25-13 SCALE AS NOTED JOB NO. 13007 SHEETA 1 | ` sreTqTuI panoaddv aTETI Y' A (." 7 7 :auoTql rIVM,TaIG 'swomiazu/swcouuluva WDINVHDEW tsZIEWITId i:://ely*Laaria —C - i.nom,Lan-etril fi DMIURRN=1 1,7IdV3SIENV7 ONINOZ paTuaa aqva INHNLUVdHCI loqp-e_fluoD 9 'MHILDLI)I qaCONSU'uoTqd-Flosaa 410M Mrl =VS TZin :IPPV q°f GlidAD:uoTsTATPqnS OI,){00IU 9:qui T,8T0ZOETOZ :aaqwnN 4Tmaed ETOZ/STRO :IDATa0/1 a4Ea LT7T7S-ESL-1,S6 L.NISWINVcIEGoianiinCENVr1)1211id 30 .L1 ID