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HomeMy WebLinkAbout1425 E Airport Blvd 00-2898, 00-2899, 00-2900, 00-2901 New construction Polski�-� ,. , � �..r r CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-1022 (407) 330-5677 FAX Plans Review Sheet Date: 6/19/00 Business Address: 1425 E. Airport Blvd. Occ. Ch. 26, 28, 29 (Also Suites 5, 6, 7, & 8) Business Name: Ph• Contractor: Spolski Construction Ph. (407) 322-8424 Reviewed [ ] Reviewed with comment [ X I Rejected Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: If separate certified contractor does underground fire line, must pull separate permit for work done. Suite buildouts submitted with main plans for office and shell. Reviewed as part of main plans submitted. 1.1 Application — New building, Type N, 35,450 Sf, (Suite 5 & 6 - 2,000 sr ea. Suites 7 & 8 — 2200 sf ea.) 1.2 Mixed — Business, Industrial, Storage 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Mixed Occupancy 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verily 2.10 Marking of Means of Egress — O.K. 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class ''B" 3.4 Detection, Alarm and Communications Systems —as per NFPA 72 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — O.K. - 4 Special Provisions - 5 Building Services 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinklered properties, see 3.4 above Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verily 0 Ln R. A� 4_0 W A d =00A 2 re-Grelst .0-0se -V/L 9_Z% ZA 913 ZA 9-Z% VIC C-ZL .1 A 9-Z:L ZA a-ZL ZA 9-ZL ZA ?-Z:L �o�I17- -&A to 8-9 z z z z z z z z z z Lf) (f) S. z z z z z z z z z W w UA w w Ul Flo- E �� N ii � o o � � o !� o N O.H.D. i O.HD. O.HD. O.HD. O.HD. O.HD. ZA V Y_ .9-ot JAM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - < E� L dl Tj , .S_Z% ZA-9-- qZA Gn91 N in A Ci VI P3UILDING DEPT. .0-09 x 6 rl z z z z (J) z z w r z lu 0 1! F, -- ---- 1 O.HD. O.HD. O.HD. O.HD. - — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — 'PROVED I C., OAUAS CS, J � I if! 1JQ fz V-=L06H ff-LEVAtIOM " THESE PLANS ARE: REVIEWED AND CONDITIONALLY IJAI INSPECTION REQUIRED Must meet city codes for finished floor / slab elevations or provide elevations approved by city \ engineering dept-for subdivision eleqations to prevent flooding "A 0 N -60R S! ?"'r-1 L-IEVATI MUST it ,�i- ,­j, r"'AN -10 i BE OF ADJAC1E_'Ni!,. ROAD UNLESS i ­)L: OTW-Hf-`t'0-J`_`r­ APPROVED MUbt MEff-F FLOMID ACCESSIBILITY CODES, MUST MEET FLORIDA ENERGY CODr-:,r--.', 997 ed. Buh*l�) Code 1 (4 Numbing Gode 1997 GO. 11c-, �j Codp, 1997 od. )g 0, AMENWAENTS C%r -IS ,s 1997 L 'E h 6 r 01Y C 0 60 j ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SE-r ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. D AND E, 1"11K, Lrrlj,ITY IMPA C-71 FEES G1fi?,_;L 00171) 1311,0121-4033 ..0-0se DALL (,407) 2,30-567-1 w REV. # I DATE I BY:' 1 01/27/00 KJ5 2 03/08/00 KJS 3 05/07/00 KJ5 4 003105100 KJS Entire Bldg. to;be Fire Sprinkled per N.F.P.A.13, Binary Occupancy J) 6 rftown 0 OL 00•z4i 8 51w0 Aoh APPROVED BY. N CID > FL #n DLL ai 0 (3) p � Q z U -� a � DRAWN BY Daniel K.Arecco C+fECKED Kevin J. 5polsk! DATE f18 JU nee 1999 JOB NO. x Building Layout pro 3000 psi concrete On 6 mill visqueen over compacted cleon dill dirt, that hos been pretreated for vermin. 5aw ut all (control joint b within 24 hours after placement of con re-',te, to O th of 1/3 the thickness of the concreto. A A 10-46t 10-1 it 1, 8„ 'tr 10 —� REV. # 1 2 4 See Sheet /A-1 G For pier Schedule DATE I BY." 01/27/00 KJS 03/015/00 KJS 05/07/00 KJS 06/0S/00 KJS APPROVED BY: �ry i � o � -� o 0 L , Z U j 4-- a w E9 za 0 J Q J J � z 0� m 0 0 w IW LL J Lea. � R' d 0 0 > LL UI m Q J En O � a o En a Q DRAWN BY Fiel K. Arecco CHECKEDin J. Spolski DATE June 1999 0 3/'16" =1' EET OF L mom 2 Spolski Office Foundation Ilan All Interior Personnel) [Doors = 3070 REV. # I DATE I BY:' 1 01/27i00 <Js 2 03/08/00 I KJS 3 05/07/00 KJS 4 06/05/00 KJS APPROVED BY: ai n d 0 LLnm (4- 4i F- (S) VT w EO za Ei J:3 > Q J J � z 0� m 0 p X � � W'W LL J Lea. Q: o � o J (17 m LL Z =J f En O O� a o ErJ 0- 0� =Mato U) 11 .�. Ff' DRAWN BY Daniel K. Are -co CHECKED Kevin J. 5polski DATE 18 June 1999 0 SCALE 3/16" =1, TO Heer OF Awwmw3 x Spolski Office Framing Plan REV. # I DATE I BY:' Electrical Legend: Electrical Miser = 20 Amp, 110v Switch 3 = 20 Amp, 11 Ov ' Switch 3 Way = Telephone Outlet ® = Computer Outlet 110v Duplex Receptacle Water Proof =110v Duplex Receptacle = 110v auad Receptacle Recessed Light Fixture 220v Duplex Receptacle " e Emergency Light with Battery PaclOt = Exit and Emergency Li ht with Battery Pack 9 = Flourescent Light 2 Tube, Parabolic = Flourescent Light, Parabolic .�- -Wall 5conse = Central Vac Unit Phone Bd. = Phone Board z T.G. Irrigation Computer Board _ Computer Board =0. O Central vw. fan Fire Riser I I 2 2OW50A P (4) 4/0 Cu., 0) #4 Or. Emer. Power Diconnect (THWN - Cu.) 2-1/2" Conduit Shunt Trip Station (NEMA-312) Typical, unless specified (3) #12, 1" conduit Wire Way Trough Phone Terminal M M o 0 0 0 0 0 0 0 Box Exterior P.B. 225A, 120/208V 30 4 wire Lt. Arrestor To Suite To Suite To Suite o Suite To Suite To Suite 1" Llnes to each Unit # 1 # 2 # 3 # 4 # 5 # a 2-1/2" PVC Chase House Meter to to each Unit (Typical) pole Lights / Soffit Lights (2) 2" PVC Chase to PL EM.Lt. E>dt Lt. > k- V W oo�000� Wire Way Trough O O &6c O 0� VAC EmLt. 0 Wire Way Trough O Main Panel 30, 4W. Main Breaker w/ shunt trip Wire Way Trough 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS 4 0(3/05/00 KJS Spolski To Suite To Suite To Suite To Suite To Suite To Suite To Suite To Suite Suite #7 #8 #9 #10 #11 #12 #13 #14 4 Sets of (4) 250 MGM 4/0 Or., 2-1/2" PVC underground 5/8" dia. x 20' long Copper to Pad -Mount Transformer Clad5te I Ground Rods and d to Building o zt Exit Lt. F� F-I C� El Nt. Lt. 60 tp t. _..... 7�. 0 0 Phone 6d. m i f I 0 � oo0 :10 30 [�D �J � N U_ i-- V2 DRAWN 6Y Daniel K. Arecco CHECKED Kevin J. Spolski DATE 18 June 1999 0 sc. a_e 3110" =1' SHEET OF @ Now Spolski Office Electrical Plan REV. # DATE BY:' 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS 4 06/05/00 KJS u APPROVED BY. tU 0 QN LL u 0) (� 0 5 CL � L-L 0 � "'LAwN BY Daniel K. Arecco r- iE0<ED Kevin J. Spolski DATE 18 June 1999 SCALE 3/16" =1- REV. # I DATE I BY.' 1 01/27/00 KJ5 2 03/08/00 KJ5 3 05/07/00 KJ5 4 00/05/00 KJ5 L,)Ompersan III r i tr HVAC, Units #1 - 4, to be 7rone Manufactured 5 Ton, 2000 Gfim-- air handlers APPROVED BY. 4i N � 6 -- 0 LL # C� oC o QLL Z �. w E9 za olw Q J J � =Z R m 0>< 0 W � 4J. J W 0 � R o�� Ln o J z uYi m a JFjn p � a a Eni� Q SCA-E -N" 3/16" =1- 0 0 0 0 0 aLO a a a� a� a� a� a� _ (IQc � n � q n nIQ nn nIQ �dp REV. # I DATE I BY.I 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS 4 06/05/00 KJS -a � nn 0 i 1 V/ O LL n lzz- Q ] � M j rn U- Z Q U 13 � a . } DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolski DATE 18 June 199-9 SCALE 1" -1ro' +Esr of mwmw7 21' 8'1 18'- 411 0 psi concrete On 6 mill Vi queen over 59101 compacted deon fill dirt, that has been pr tre t d for vermin. Sowcut all control joints withinP^ 24 hours offer placement Of concrete, t0 o depth of 113 the thickness of the concrete. 13'-511 18' 411 21'-r� I I 21' 8" chedul 18' 411 13' 511 21' 411 _ REV. # I DATE I BYE 1 01/27/00 KJ5 2 03/08/00 KJS 3 05/07/00 KJ5 4 00/05/00 KJS U APPROVED BY. Ci L ri Lf) l"VI o v 13 D] LL Z 0 o U -� 4- } n- Q) LI— (J) 1� SCALZ 1"=8' SHeEAT,,,,CS Cr_ X -Foundation Suites 1-8 03 18'-4 0 psi concrete On 6 mill Vi-suers Over c0 -Ot clean fill dirt, th t h05 been pretreated f-r, vermin. Sowcul oil control jai rits within 24 hours offer placement of concrete, t0 depth of 1/3 the thickness ness Of the concrete, N 03 5" 5' 21'-8" 15' 5" REV. # DATE BY:' 1 01/27/00 KJS See heet Am,,w1 G 2 03,08,00 KJS 3 05/07/00 KJS 4 06/05/00 KJS for Fier schedule Ma 1 FO APPROVED BY: QN �5�LL W E9 za — W 0 J Q J J � m 0 p >< mi W W LL. J I2 LLM LLM Q � 0 J La Cp Jjp p � a a En a Q AW J BY fK7,evIn K. Arecco J. Spolski DATE 18 June 1999 0 L5He&- OF ,,,,O X Foundation Sultes.9-14 Suite #5oww8 are the Only Suites to be built out with this permit REV. # DATE BY: 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS -d APPROVED BY �N �- -p � U) += 0 o d C o o a3 W w J Q J 0 i- z � o p J J J LL W � Q 0 0 > tL J Z m Q � N 0 a Q U L_ v� DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolski DATE 18 June 1999 OB No. X s� 3/16" =1. X Typical .Suite Reflected Ceiling Flan All Interior {personnel [Doors = REV. # DATE BY:I APPROVED BY. 1 01/27/00 KJ5 ai N 2 03/08/00 KJS 3 05/07/00 KJ5 ci r 4 0(3/05/00 KJ5 n 0 U 3070 o o� ementsper Stote of Florido Q ��3Lv z -� �- VT Gorpet or VG7 in Office ,areas to be Glass G or Flame Spread 50 or Less DRAWN 8Y Daniel K. Arecco CHECKED Kevin J. 5polski DATE 18 June 1999 JOB NO. X REV. # DATE BY: APPROVED BY: 1 01/27/00 KJ5 2 03/08/00 KJ5 3 05/07/00 KJ5 � r 4 0(5/05/00 KJS _ C LI) n m LL U m } 0 0 LL e DRAV✓N BY Daniel K. Arecco cHEcKED Kevin J. 5polski DATE 18 June 1999 0 SCIALE 3/i 6" =1' SHEET 12 OF r X Typical Suite Electrical Plan 4' Styrofoam 1-1/2' Metal Panel 4" Offset —1-1/2" Metal Panel — 1" Styrofoam 17 58.00' MSL A.G. Comp. 125'-0" 5polski Building Section East ---West. 4' Styrofoam 8' x O x 1/4' Tubing Full filet welds �t Typical Signage Detdi 8' x 6' x 3/8' Tubing Full filet welds 22' Typical Canopy Detail Concrete Roof Tlle Over 60# Felt 2" x 6" T$O Cedar 2' x 6" P.T. Wood amset to Steel Beam 12' x 17 x 3/8" Steel Embed w/ (4) Hooks Stucco Over G.M.U. Masterwall Gap Stone Over G.M.U. All (4) Sides Fill Vertical Cells Solid with Concrete 2500 P51 Concrete (4) #50 Hook Dowels w/ 6" Legs (5) #50 Q 8' O.C.E.W. Ridge Gap 67.33' MSL 57.33' MSL Typical Canopy Section Typical Office "(B)" 80' Long Section Suites #1,2,5,6,9,10,13,14 - -1 5'-O" REV. # DATE BY: APPROVED BY- 1 01/27/00 KJ56 i 1 q N 2 03/08/00 KJ5 � 0 fl. 3 05/07/00 KJ5 4 0 0-05-00 KJ5 -C I j O LL # m CS � tY o 0 _p LL V1 L ZU�4-D- . } a) DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolski DATE 18 June 1999 sc,�e 3/16" =1' 9HW 3 OF X Building Sections REV. # I DATE I BY.I 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS —� 4 06/05/00 KJS le - East Elevation Total Side @ 1" - 1G, South Elevation A APPROVED BY: of � a� VI 0 U m O . () Q) O v O _j a a� W W J Q J Q i z � a o J J J Lj. W � 0 0 0 J Z m Q �N 0 a Q DRAWN BY Daniel K. Arecco ciEcKED Kevin J. Spol.ski DATE 18 June 1999 CB No. X SCALE /r- OF V? X Elevations South/East L West Elevation Left Side /1 A 100-• l it I. 1 11 r, ro � West Elevation Right- Side West Elevation Total Side L4O 1" = le' Aluminum Frame with Cla�.100 r%.0, 6-01......, ,%on .�.1. . _...r_....Zo __ _._ �:;1' North elevation 65 WA REV. # DATE BY: APPROVED BY: 1 01/27/00 KJ-5 2 03/08/00 KJ5 0 a 3 05/07/001 KJ5 -B r 4 06/05/00 KJ5 0 LL cx%TOA Elevations MANIM w M � za D J Q J J Q =3 > m 0 0 X J W W LL 0 lei R p � o ILL u�i m Q J H N O � a'a En 0. =old DRAWN 8Y Daniel K. Arecco Kevin J 5polski DATE 18 June 1999 North/West REV. # I DATE I BY:' 3000 PSI CONCRETE • ` 2) #50 DOWELS 1 ro" SECTION 1611 X 101 f:7 1" =1'- O" CONTINUOUS "TURN -DOWN" EDGE AS PER DETAIL "f ro' X 10 FTC" BEYOND GONG. PIER. (2) #50 DOWELS GONT. C@ PERIMETER FOOTING5 ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL (1) #50 i� (1) #70 HAIRPIN PS PER FOUNDATION PLAN 3000 PSI CONCRETE • o. 4 4 Q a V 4 d 4 4. 4 a•v 4. 4. a c d .4 O O O d . 4 1 ro" 32" 48" X 48" GONG. PIER (5) #50 DOWELS CCD 9" O.G. 30 IN L .ENGTH (3) #50 C@ 9" O.G. 30" IN LENGTH 2 03/08/00 KJ5 3 05/07/00 KJS 4 06/05/00 KJS ANCHOR BOLTS AS PER MANUF. ANCHOR BOLT PLAN Recess Base Plate to Column 3000 PSI CONCRETE 24" (5) #5,0 DOWELS 0" X ro0" GONG. PIE . 1. SECTION 4'x4' SIDEWALL PIER SECTION 5' X 5INTERIOR PIER r-r_o Typical Pier Section 'A' Typical Pier Section "B" Typical Pier Section "G" 4 Styrofoam (Masterwall or Dryvit) 12" Metal Panel 24 Co. Multirib Galvilum Roof over 4' Vinyl Back Insulation attached to a preengineered Steel Building. 4 Oftset - Ofl=set 4" or use 12" "C" Girt 1-1/2" Metal Panel 8" "G" Gi its 1" Styrofoam (Masterwall or Dryvit) ypical K wol 8° GMU Stone Veneer art,101 Glass Section Scale: 1" 0 2' CONTINUOUS "TURN -DOWN" EDGE AS PER DETAIL 1O X 1O FTC" BEYOND GONG. PIER. ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL (1) #50 $. (1) #70 HAIRPIN AS PER FOUNDATION PLAN —3000 PSI CONCRETE 4 • Q. ..a 4 a : (4) #50 DOWELS @ -9 O.G. 27IN LENGTH, O.G.E.W. 1 V ' (2) #50 DOWELS � GONT. @PERIMETER FOOTINGS fro" 20" 36" X 36" GONG. PIER SECTION 3'>3' SIDEWALL PIER 1" =1'- 0" Typieccal Pier tion "D" a� N �- (y -o r #il) ° Z UJa� o DRAWN By Daniel K. Arecco c+,EGGED Kevin J. Spolski DATE 18 June 1999 0 NTS SHEET GOF 0001 G Typical Footing / Wall Sections STRUCTURAL STEEL MANUFACTURER HAS DESIGNED THE PURLIN5 TO ACCOMODATE THE DEAD LOAD OF EACH AR HANDLER. RETURN AIR DUCT (SEE PLAN) BLOWER/EV, COIL UNIT SUPPLY AIR DUCT (SEE PDAN) 3/8" THREADED RODS ATTACHED TO CHANNEL SUPPORTS AT AR HANDLER.1/2" HOLE DRILLED THRU BOTTOM OF PURLIN WITH 1" FLAT WASHER, LOCK WASHER $ NUT ATTACHED TO EACH HANGER ROD SUPPORT. (TYP.) WITH SHOCK ABSORBERS FIRE5TAT AS REQUIRED /— BY LOCAL JURISDICTION TOR �'�' l �, CONDENSING UNIT ON ROO FILTER REMOVAL SPACE SEE REFLECT. CL'G PLAN �Y i SHUTOFF_ I VALVES cC' Channel or Tubing to support VC units ontop of metal roof . CHANNEL SUPPORTS_/ UNDER ENTIRE UNIT TRAPPED GONDENSATEE YAUXILARY DRAIN PAN WITIH DRAIN. DRIP ON GRADESERVICE VALVES W/ FLOAT SWITCH, PAN TOOR INTO DRYWELL. 3/4" CHARGING FITTINGS BE 2" DEEP AND 2" LARGER MINIMUM OR AS NOTED REFRIGERANT PASSAGE THRU EXTERIOR THAN UNIT ON ALL UNIT SIDES LINES. HANG FROM WALL. SEAL WEATHER STRUCTURE ABOVE AND INSECT TIGHT. INST,��.lwwA TION ID�T�IL 1 /"1" 1')" pical, ?estr Scale: 1-1/2" =1' PRESSURE $ TEMPERATURE RELIEF e VALVE MIN ro" HIGH HEAT TRAP —� GAPPED STUB -OUTS FOR FUTURE SOLAR COLLECTOR / ENERGY RECOVERY SYSTEM (TYPICAL.) SEPARATE BOTTOM OF E.W. FQnm DRAIN F 2" MIN. LL PROVIDE STRUCTURAL SUPPORT FOR INSTALLATION ABOVE DROP CEILING C—I C ­l 1/2" MAX--/ 0" MIN — 3/4' MIN. E.W.H. PAN 2" MIN N AUTOMATIC VACUUM THERMAL- BREAKER- EXPAN51ON VALVE CONTROL DEVICE - PER S.B.G. - (013.2.1 1994 EDITION C.W. SUPPL ,.�,�' HOT WATER TO FIXTURES HOT WATER REV. # DATE BY: 1 01/27/00 KJS 2 03/08/00 KJ9 3 05/07/00 KJS 4 06/05/00 K15 SUPPLY TO EXIT FROM TOP OF 40 E.H.W. GAL. OVERFLOW WATER HTR. PAN r P$T RELIEF AND OVERFLOW PAN DRAIN TO OUTSIDE —Z 0' ABOVE GRADE ELECTRIC WATER HEATER L 20 $.o 40 GAS. UNITS ATION OPTIONAL DESIGN NO. U465 Nonbearing Wall Rating - I HR. 1. Floor & Ceiling Runner -- ( not shown) -- 25 MSG (min) galv steel 1 in. high, return legs 3-5/8 in. wide (min), attached to floor and ceiling with fasteners 24 in. O.C. 2. Steel Studs -- 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) galy steel max stud spacing 24 in. O.C. 3. Batts and Blankets* -- (Optional) -- Mineral wool or glass fiber batt partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum* -- 5/8 in. thick, 4 ft. wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S self -tapping steel screws spaced 8 in. O.C. along edges of board and 12 in. O.C. in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. Canadian Gypsum Co., Ltd. -- Types C, SCX, SHX, WRX. Georgia-Pacific Corp., Gypsum Div. -- Type GPFS-C. Pabco Gypsum Co. -- Type PG-C. U.S. Gypsum Co. -- Types C, FCV, 1PX2, SCX, SHC, SHX, WRC or WRX. 5. Joint Tape and Compound -- Vinyl, dry or premixed joint compund, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. *Bearing the UL Classification Marking Typical Tenant Separation . �N cv L 13 13 Q) CY 0 QQ 0 �� 0 ov LL�; w w J Q J O i z � 0 D J J J � W � 0 0 ❑ > tL J Z m Q �N a a Q DRAWN BY Daniel K. Arecco C+iE Kevin Spolski DATE 18 June 1999 JOB No. 16- X SCIALE NTS SHEET OF www17 01 P 1 • • ZONE 2 ? 4 P9 i61►L91:�!! Da ZONE 12 ar 7C' 4 o�❑ J 400 W: M.H. Lts. on 30 Pole (typ.) ZONE 6 0 v C s o�❑ 2' Irrigation pvc line L. G 0 CL ZONE 13 1-V4' Irrlaatlon �F <1 O � O 7 REV. # DATE BY- 1 06A3-00 KJS 2 06/05/00 KJS 7 Irrigation pvc line w LO z a - w � J a J 0 :3 Z R m D 0 X J J � lyA W LL J LLM LLM ❑ 0 0 > LL �G J Z Ul m Q o � EO am Erl '', CL Q DRAWN 6Y F in J. ca olski CHECKEDx DATE June 1000 0 rid W Z 4 � 4 J:3 n a >< J W W 4 J ULM ULM f ] j L ul m < J F U O 0! � 0 J7 om Tl OF X r L- = L-- rtA 400 W: M.H. Lts. on 3C Pole (typ.) P �j I �T REV. # DATE BY:' 1 06-03-00 KJS — 2 6/05/00 KJS s IF o I W E9 zj Q � � o :3 z O� m a p X J �W W J 0 LLM � 0 ❑ �C J � J M Z o � N EL o Ell,a Q DRAWN BY ria vin J. S olski C + EC:KED X Df\7E June 1000 !R "I rMUM LI► a- V. 470- IN 10 NO t. REV. # DATE BY: 1 06-03-00 KJS 3 <% I * 0 r�� N <i� LL-0 VI 0 I' " Water Meters Existing 10" Water Line II une �c,h.40, PVc each unit :4- 1" L.I DRAWN BY F in J. S olski x June 1000 JOB NO. x 30'\ x 5 OF \x/ r AL.L. UNDERGROUND PIPING, ' 'ut lectri'ca e9end: = 20 Amp, 110v Switch t3 = 20 Amp, 110v Switch B Way = Telephone Outlet Fy-] = Computer Outlet 110v Duplex Receptacle Water Proof = 110v Duplex Receptacle = 110v Quad Receptacle Exterior P.B. 400,,N 120/208V = I I.H. Recessed Light Fixture _ 30,4 wire �'I'his Suite Only) - - 220v Duplex Receptacle _ Emergency Light with Battery pack _ Exit and Emergency Light g y g with BattE,. ry pack = Flourescent Light 2 Tube, parabolic = Flourescent Light, parabolic = Exit SignrM .. ..n.. = Fan `vent with Light = Fan Vent ® = Central Vac Outlet VAC -�- = Wall S conse = Central Vac unit r Phone Bd. = phone Board Gomputer Board _ Computer Board T.G. Irrigation D Cerftal Vac. Rre Riser (4) 310 Cu., 0) #6 Ord Cu. (THWN - Cu.) 2-1/2' Gondult (4) 500 MGM, Gu; (1) #3Grd, Cu, 4' PVC Conduit Typical, unless specified Wire Way Trough Main Panel800 AMP 120/208V 30, 4W. Main Di: connec 1 of 2 Su�,425-1485 To Suite To Suite To Suite To ite To Suite To Suite To Suite 1425 1435 1445 1 5 1465 1475 1485 sPOLSKI sum 2 Sets of (4) 500 MGM, Cu (2) 4' PVC parallel underground Exterior P.B. 200A, 120/208V to Pad -Mount Transformer 30,4 wire PIa"Ke�y er�'° rya � br �dy�fGh o 6Main Panel PIQ�O 800 AMP 120/208V 30, 4W. Main Disconnect 2 of 2 +/- 8" separation suites u9s-5 (2) 5/8" dia. x 20' long Copper — Clad Steel Ground Rods Grounded to Building (4) 310 Cu., 0) #6 Ord Cu. (THWN - Cu.) 2-1/2' Conduit Typical, unless specified Wire Way Trough 0 0 0 0� o I I 0 T _T _T BoxTerminal L I P To Sulte To Suite To Suite To 1495 1505 1315 1' 2 Sets of (4) 500 MGM, Gu (2) 4' PVC parallel underground to Pad -Mount Transformer L-T. arrestor Typical iuite To Suite To Suite o Suite T Suite 25 1535 1545 1555 505 2-1/2" PVC Chase to each Unit (Typical) Exterior P.B. 20016� 120/208V 30,4 wire Electrical 1Z' REV. # I DATE I BY' 1 01/27/00 KJS 2 03/08/00 KJS 3 05/07/00 KJS 4 06/05/00 KJS Revised V 1' Lines to each Unit 15 Case Lines (2) 2" PVC Chase to PL at 2 locations per Southern Bell C> � Q -- LL �1 i �- o -� 1:Z' ti II�n N F— I I DRAWN BY Daniel K. Arecco CHECKED Kevin J. Spolskl DATE 18 June 1999 0 rSaALE 3n(3• = r CALE E7-TAMWWO� X X Spolski Office Electrical Plan City of 3inford Mod'd in offect: ocl. Standard 1"97 od. Standard GlOde, 19097 ed. -t r- I �, j �l 1"O"Ell !0(;rIc-Ij "Odo -15`383 ed. See City Co-1,, AAdE-i,JJDkA;F:,i`q-T-p, FL. Acces,; billify C,,,,,-jlcS 1997 FL. Energy Cody 1997 SANFORE, BUILDING DEPT. THESE PLANS /,pE ACC REViEWED AND CONDITIONALLY EPTED FOR PERMi r A FERiV]j-r CONSTRUED , I E LICF, THE' �F SSUED SHALLJ _NSE JC' NORK AND PROCEED N& WITH CANCEL r A ALTER AUTHORI-1 y - 0 VIOLATE, PROVISIONS . OF? SF-T A, -IONS -,IDE ANY OF THE -r OF THE ISSUANCE OF A pI,.RECH�";C"\LCODF:- NOR SHALL ' MIT PREVEN r - DEPT FROM -rH-P - TIOf,j - EA-T-f, � E BUILDING OF ERROp.� " REQUIRING A CORpE,_ ON' THE PL,-1,jS --ONSTRUCTIO- OR OTHER OF T%-,: N CODES I Pi Uls 11 101 E 1) CITY orl, �c FEMANT #00 Electrical Legend: J� = 20 Amp, 110v Switch t3 = 20 Amp, 110v Switch 3 Way =Telephone Outlet Q =Computer Outlet 110v Duplex Receptacle Water Proof = 110v Duplex Receptacle = 110v Quad Receptacle Exterior P.B. a-OOA, 120/208V = 1"I.,H. Recessed Light Fixture 30,4wlre (This Suite Only) 220v Duplex Receptacle b' = Emergency Light with Battery lack = Exit and Emergency Light � g y g t with Ba1~w ery hack = Flourescent Light 2 Tube, Parabolic: = Flourescent Light, parabolic = Exit Sign Fan Vent with Light = Fan Vent ® = Central Vac Outlet VAC - Wall Sconse 0 = Central Vac Unit Phone Bd. = phone Board Computer Board = Computer Board W I (tA ua�N ALAtZN 5YSTL>MS , INC . -3p 15 -vQDL S�Y'6Q L . 4o-7. s2 i - -72-oc) FA, qM- 5 2-1 - (01(1 7 30,4 wire (4) 310 Cu., 0) #3 Ord Cu. (THWN - Cu.) 2-1/2' Gonduft Lll -A(, (2) 5/8" dia. x 20' long Copper — Clad Steel Ground Rods Grounded to Building (4) 310 Cu., 0) #6 Ord Cu. (THWN - Cu.) 2-1/2" Condult Typical, unless specified Typical Electrical Suite 30,4 wire Phone Terminal Box R11 er I01 2 3 4 5 1" Llnes to eac�'C 15 Case Unes DATE I BY' 01/27/00 KJS 03/08/00 KJs 05/07/00 KJS 06/05/00 KJS 08/08/00 KJs (2) 2" PVC Ghase to PL at 2 locations per Southern Bell 00 APPROVED BY: -_9 C1 t-- > �f:z- ZU -N Ck- v SCALE 3/16" =1' s OF x Spolski OFice Electrical Ilan REV. # I DATE I BY: 1 01/27i00 ius 2 03/08/00 I I KJS 3 05/07/00 KJS 4 06/05/00 KJS 5 08/08/00 KJS LI& Entire Bldg. to be Fire Sprinkled per N.F. A.13, Ordinary Occupancy APPROVED BY: LL V N 0 Q 1-..1 F ■ w zQ — w � , 0 Z, m 0 0 J J W W Um � Ili Q' J Z [17 m Q �J En O a 0 EJrJ 0- Building Layout FMAL INSPECTIOI'V REQUIRED PLANS RIE'VC."VIM) MY OF SMIFORD pri firfir% c J. FL. E OF'L 19D7 - N-T G DEP. THEY 7 - ACC EPT rl- R"AiT CC)'N S P--%:; T jt;Sj ,t_ T- TFZ�,_.') J( Sz L , L! -- - , J_ F C, ll�_ V,(:)RK AEI) I`qc,� Z's elj�l_�,(_",i-,", CAN ALIE R I-C, "I'Dt-AT! F, ", C: D F /A,:,,; y 0 0 N E S C) A F nEP-,-FrOM lriFly LION OF FRF, A OR (-)T:!, F, JOf\J P��3�3�� � 0i 5� CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-2520 (407) 330-5677 FAX Plans Review Sheet Date: June 27, 2000 Business: Address: 1425 E. Airport Blvd. Oce. Ch. 26, 28,29 Business Name: Spolski's Offices Ph. (407) 322-8424 Contractor: Southern Fire Protection Ph. (407) 323-4200 Reviewed � j [evkewed with eorriment[ x Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 1z Comment: Drawings received with engineer's seal on all copies of submittal. Fire Protection consultant A. Peter Tankel, P.E.2356C Winter Woods BL. Winter Park, FL 32792. Tamper switches required on back flow prevention valves. Fire Protection Systems: N.F.P.A. #13, Non -Combustible Construction, Wet system. CITY OF SANFOR1) FIRE' DVPARTiiNJVNT 300 N. P-m-k Ave. Sanford, FL 32771 (407) 302-2520 (407) 330-5677 FAX Plans RevieN� Sheet Datc: June 27, 2000 Business: Address: 1425 V. Ailpo►-t I3lvc1. Occ. Ch. 26, 28,29 Business Namc: Spolski's Offices Ph. (407) _ 22-8424 Contractor: Southern Fire Protection Ph. (407) 1?;-4700 RC%'IC%vcd Reviewed with comment x Rejected RCV/Ic\vcd h\- Timothy Robles, Dire Protection Inspector/flans Examine► Conln►cnt: Drawings received with engineer's seal on all copies of submittal. Fire Protection consultant A. Peter Tankel, P.E.2356C Winter NYoods BL. Winter Park, FL 32792. "hamper switelies required on back flow prevention valves. Fire Protection Systems: N.F.P.A. 1113, Non -Combustible Construction, Wet system. f raTs . q• FLG 0S4Y YfrLVES 4 WAFER cmax YhJE -'TWE1. 5u1TIKN __ r_ w II.EQ 0'+ O1nE1.S __ 45:a' IF ATR 4 UUTS S`(SiE, tlrlo FLv'TEE }� I C,aAOE �UPFIY TO STST n ELLS BACK i=LOQ PREVC JTEP, DETAIL NO SCALE 1 11 J S.FP �o �rApv I —A P- . Cgw.l — 1�= Sc c' LA �A cotj\•� � y . 5'Pb6.Sic.:j � FN LGW v Nl-`f I I cl • < i REIASED• CREDIBILITY s INTEnITYA DATE u. FIRE PROTECTION OF ORLANDO, INC.' EAST SR 46 SANFORD, FLtf32 71 (407)323-. DR,,,VON BY: <f:l APPROVED BY: SAtJFDRP F1Rfr1 �T, CiAC7 1MTFI: SPL-Gic1(f m`'T IACTIwJ • � � t �� fzT s"� (..�1 A ; � JK :.-�-�arJ�1 t t,t._.E A �! � A FIRE PROTECTION CONSULTANT :•:�����L_, A. PETER TANKEL, P.E. CONTRACT NO. PI' 2356C WINTER WOODS BLVD. WINTER PARK, FL 32792 ,a Na k OF 1 w a�rnc�i G7 W to C) T C;7 h °' a UJ rn .''7 00-00 ti U O Q)— U vU cu c U3,is O �� 00fl Tj U (Z CuW r. Q N •� O i� cL7 � U > UJ UJ U� UJ LE L J G7 T,_u < <t— O Q�O�41 1PL0 `O'eruw e- z W o O Z W Q 61 W U(��W©+T`_UOW (� Zi—f—Oe�fi (NOMO z r��J1Y-¢4:iW'�W O W W Z nE-U�t[�T W ¢ .—Jul i W ° a 22 0F�Qzz 0 W W W z " w W W O 0 U) U� FZi�IFGiJ ZI,.O�s'0 - Wa� i•Z O= WUZWZp�a-ZO TUOSQ1L.0jr H¢UI-()IL C P 0 14205 E. Airport Blvd B • • Permit number: 'OOM2898 00=2899 0OW2900 00=2901 i 1 1 00-3039 II