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3050 Mellonville Ave 07-1737 Plans fence installationI d b PERMIT ADDRESS , 1�=Avo, , SUBDIVISION rn CONTRACTOR PERMIT # DATE ADDRESS PERMIT DESCRIPTION �i PERMIT VALUATION 1 PHONE NUMBER SQUARE FOOTAGE vo PROPERTY OWNER. ADDRESS I PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR b MISCELLANEOUS CONTRACTOR Y PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 05-Dec-2007 09:54 FM 84 LUMBER #1302,SANFORD 4077087408 RECEIVED.3/15 DEC 10 2007 CM OF SANFORD-PERMIT APPLICATION Application #! 6Y 4 9 Submittal Date:,... Job Address: Ao r-0 Ole �O \I llq (ld ��C�V\�o (C� `= L Valuc of Work: S'-i ?�ls to Parcel ID: i(.n - 2 0 -.�J, -�i 0 - (-)1. LO 'n0 ()(_)C _ Zoning: Historic Disnirict: Description of Work: _Fence. 0 V � lC' f511 :.-� �� F t)('vvlf t l� r j )[0el �i Square Footage: ....................................................... ........................... .................... Petznit Typet Building � Mtolricat ❑ Mechanical 0 Plumbing ❑' Fire Sprinkler/Alarm ❑ PooI ❑ Sign ❑ Etectrical: Now Scrvioc —# of AMPS Addition/Alteratian Q Change; of Service ❑ Temporary Pole ❑ Mechanical: Residcritial ❑ Mort-R,osidcntial , ❑. Replacement ❑ Ncw 0 (Dupt Layout & Energy Cdlc, Required) Plumbing/ New Contuicrcial: # of Fixiures _ # of Wl(ex & Sewer Linoy�,a # of Gas I incs --A Piltmbing/New Residential; Y of Water Qlosots _...... Pitt tubing Repair — Rcsidcntial 0 Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial Cl Occupancy Use Orottp(s): Constructlou Type: # of Stories: # of Dwelling Oats; Flood Zone: (FEMA form required) tilf............1.1..11............1.0+..11............i,i.......11.1......,,.1.i,.,.,Y/...•.................... ...... Property Owner: H06ct (%fttl ucy-m0(t)- /(�lj-LiAtiVli)Q:(-Coutractar 8t--t utkvYlb f Address: �f)1_ � �' 1' JlIlk_yi S Address: it) �.i t � (CI _ - ki((IVXN row( i� �1 „t ;gib Etct41 Flora M _ m:,) eau Plionc: E-Mail- Phone: � � State License Nuirrher: _C...C,,C 4SI 15 M-0 Bonding Company: _... Mortgage Lender: �1t� Address: Address: Architeet/Eagineer: vSl�lpt r �;t — '� `(43,9r7 Phone: Address: t? vLfA(1CA)% h Ll. C� r K�, 1 �J� (3u 17 U"4 -70N G= f0 7 Fax: "Ilia Review Contact Person: Z TT �� f�� P Phone: Fax. Application is hereby made to obtain a permit to do the work and installations m indicated. I certify that no work or installation has commenced prior to the i55v2n(X of a pemut and that all work will be pmfprmid to meet standan4 of all laws regulating construction in this jurisdiction, I understand that a separate permit rnustbe secured for CLE0,1-RICAL WORK, PLVM]31Nt1, SIGNS, WELLS, POOLS, FOKNACES, Bon-aS, HEATERS, TANKS, and AIR CONDITIONFRS, cta _QWNT R'S At FmAVIT: I certify that all of the foregoing 111f9m,4011 is accurate and that an work will be done in compiianeC With all applicable laws regulaong construction and 2oaing. WARNING TO OWNFR: YOUR FAILURE TO RECORD A NQTiCB OF COMMENCEMENT MAY RESULT fN YOUR PAYING TWICE FOR IMPROVEMENTS TO 'YOUR PROPERTY, A NC71`108 OF COMMENCEMENT MUST 1�8 RECORDED AND POSTED ON THE JOB SITE I3L+FORL-' THE FIRST 1NVFCTIQN, IF YOU INT5ND TO OBTAIN FINANCING, CONSULT WITH YOUR LF,NDER OR AN ATT"QRNEY BEFORE RF(.'ORDINO YOUR NOTICE OF COMMENCEMENT. WYNCP.: In addition to the requirements of this permit, (hare may bo additional restrictions applicable to this property that may be found in the public recotd.5 X f this county, and there may ba additional permits required Berri other govenumcatal entities such as water manage rrrerrt diatriots, state agencies, or redcrol :lgf-aAel. o y' Acccptanco of permit is Yurifieadon that 1 will notify the owner of thcpropciV of the rnquircmcnis of Florida Lien Law, FS 113. i �. igua re ro^f criJS nt Date Signature of Contmmor(Agent Date Print Notprial S I Sarah L Ang lc, t\lotary P b IgaIi7 °,tralzirtt; f,rva , Wasltingto�t Coup 11 �;� ':�nirti(ssioti crgrire;; P1larctt 25, 2011 ivi;'s3roq r wh anti A; c i ltio f ^�otarier Own:a Ag nt is _ _ Pe Morpzxl Known fa me ar Contractor/Agent is _ Personally Knovnl to Me or _ Produced ID, _ Produced R) T APPRQVALS: ZONINQ ^ //UPiI FD: `EN(3: RLDQ! Spccial4cnditions:-,-.t.__. Rev 07.07 Print COMMONWEALTH OF PENNSYLVANIA Notarial :Ca vil _� arah E. ArigeAo, Notary Public 'At94ortti Strabano'fvg)., Washington County t,My Corn nissle i !,-.hires March 25, 2011 �I Member, Pennsylvania Association of Notaries EX. RAILROAD SPUR FENCE ACTUAL L FENCE PLAN LOCAT s4. 40 OFFICE ID p zo, f IF :)POSED E. P . s - too. •/ 3000 90.72 4 3i 2 30' SWING GATE PER OWNERS SPECIFICATIONS \ rn 0 u1 tc 7 0 \ 24 TRACK SWITCH 1 1 CONTROL x z \ \ 21 \ m Q- 0 1D¢MM� \ G1 00 G5 fF� & 1 R C. \ pP1E010 �— X B ILDING ) SLAB 8 2 8 T = 57.55 FENCE ACTUAL LOCATION FENCE PLAN LOCATION - DRIVE DRIVE EX. EDGE OF PAVEMENT N89�,49'OQ`E 421.18' 12 o 20' PARKIN BUILDING SF if lei _� va X ° 2' 2w.00 120.00 20,000 S0. FT. MILLWORK BUILDING: v TOP OF SLAB PER PLAN = 58.618 2 12,000 SQ- FT. MAIN BU!11N AS -BUILT v 57.97 TOP OF SLAB PER PLANAS-BUILT = 58.52a 1'C f \ 30 '4 r I T 491,352 SO. FT r ti I 11.28 ACRES-t p m � m r 1 1 4 o/9T 2 I I 2 OCW r� A s• 2a PM X X X --- wl \ \ \ N1 \ 80 510�,\^A1�R \. \ PROPOSPO RAILROAD RAILROAD CROSS GUARD POLE --- EX. U ro Z • SITE DATA ZONING: PROPERTY OWNER/LESSOR: SANFORD AIRPORT AUTHORITY PROPERTY LESSEE: 84 LUMBER PROPOSED USE: COMMERCIAL PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) EXISTING ZONING: RI-1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING EAST: RI-1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING WEST: Rl-1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING NORTH: RI-1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: R1-1 (RESTRICTED INDUSTRIAL) SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH: 24' STANDARD PARKING STALL: 10' x 20' PARKING SETBACK / BUFFER: 25' FRONT (FROM LEASE LINE) 20' SIDE (FROM LEASE LINE) 15' REAR (FROM LEASE LINE) BUILDING SETBACK: 25' FRONT (FROM LEASE LINE) 20' SIDE (FROM LEASE LINE) 15' REAR (FROM LEASE LINE) LOADING ZONE REQUIRED: 12' X 60' PARKING DATA: a;/a.co 12.000 SO. FT. STORAGE SHED 2 71 12,000 SO. FT. STORAGE SHED v t 2 PROPOSED E.O.P. X X x r FENCE ACTUAL LOCATION FENCE ACTUAL LOCA110N X'BACK_. X FENCE PLAN LOCATION 238,468 SO. FT. 5.47 ACRES' NOT INCLUDED PORTION OF THE SE 714 OF THE SW 114 OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST G 8 w cr,4 19 In rn _ s � � 1 � rn I i 7 C/) I '> S ' 1 z� 12 ro co 4s.�26 1 Q )1 cn C? I rCrr 28 r2 � j o N 0) Of 14 A ' i v 1 O I )V� 1 8 w 8 8 EX. CONC DRIVE t �s KEYED NOTES 0 CONCRETE SIDEWALK. SEE DETAIL C1.1-01 0 ASPHALTIC PAVING. SEE DETAIL C1.1-02 0 REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE DETAIL C1.1-04 TM partners 0 ALKYD -READY MIX PAVEMENT STRIPING PER FLORIDA DEPARTMENT OF TRANSPORTATION k�f SPECIFICATIONS. 7007 Discovery Blvd. 0 PROPOSED FREESTANDING SITE SIGN. ALL SIGNAGE SHALL COMPLY WITH LOCAL Dublin, OH 43017 REQUIREMENTS. GENERAL CONTRACTOR TO INSTALL SIGN BASE- VERIFY SIZE, STYLE, 614-634.7000 T AND LOCATION WITH OWNER'S REPRESENTATIVE. § 614.634,7777 F Qs TRASH ENCLOSURE PER CITY OF SANFORD SPECIFICATIONS. wdpartners.com Q LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. Q AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE s GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS, PROVIDE 6LONG YELLOW Atlanta °•°"' HDPE SOLID PLASTIC BUMPER BLOCKS AT HANDICAP PARKIN P AN � OF G SPACES D OTHER Boston NOTED PARKING SPACES. SECURE WITH 2 #4 RODS, 4' LONG, IF PRECAST CONCRETE � Chicago BLOCK IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW. 1 SEE DETAIL C1.1-07. Columbus Dallas 0 GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING Los Angeles SIGNS. SIGNS PROVIDED BY GENERAL CONTRACTOR TO MEET ALL LOCAL Miami REQUIREMENTS, SEE DETAIL C1.1-06 Sacramento ,o PROPOSED SITE LIGHT. SEE SHEETS C5 AND 156. 11 34' MINIMUM WIDTH ACCESSIBLE ROUTE FROM THE BUILDING TO ACCESSIBLE PARKING AREAS. CROSS SLOPE IS NOT TO EXCEED 2.00%. SEE GRADING PLAN FOR SPOT GRADE ELEVATIONS. REQUIRED: ,z PROPOSED & HIGH CHAIN I -INK FENCE WITH BARBED WIRE. RETAIL = (3) THREE PARKING SPACES PER 1,000 S.F. OF GROSS FLOOR AREA 13 PROPOSED G X 14' CONCRETE PAD FOR CONDENSOR UNITS. SEE ARCHITECTURAL INDUSTRIAL =(1) ONE PARKING SPACE PER 1,000 S.F, OF GROSS FLOOR AREA SHEETS FOR FURTHER DETAIL. Ex. 3CONC 3.100 S.F. OF PROPOSED RETAIL AREA REQUIRES 4 PARKING SPACES 0 EXISTING TREES TO BE REMOVED. SIDEWALK r 35,400 S.F. OF STORAGE AREA REQUIRES 36 PARKING SPACES is EXISTING GRAVEL ROAD TO BE REMOVED. EXISTING TOTAL PROPOSED PARKING SPACES REQUIRED ON -SITE = 40 SPACES ,s EXISTING ROADWAY SIGN TO REMAIN. DO NOT DISTURB. BUILDING PROVIDED: 17 EXISTING CHAINLINK FENCE TO REMAIN. DO NOT DISTURB. 37 PARKING SPACES + 3 ACCESSIBLE PARKING SPACES PER ADAAG = 40 PARKING SPACES TOTAL ON -SITE Is CONTRACTOR SHALL CONNECT PROPOSED CHAINLINK FENCE TO THE EXISTINGLU CHAINLINK FENCE AT THE NEAREST LOCATION POSSIBLE. LANDSCAPE DATA: ,9 PROPOSED ROADWAY IMPROVEMENTS PER FLORIDA DEPARTMENT OF TRANSPORTATION EXISTING EDGE OF PAVEMENT TO PERVIOUS AREA STANDARDS AND REQUIREMENTS. SEE SHEET C7. BE REMOVED. SEE SHEETZ7. EXISTING GREEN: 461,935 SQUARE FEET 0 EXISTING RAILROAD TO REMAIN. DO NOT DISTURB. PROPOSED GREEN: 185,52$ SQUARE FEET z1 PROPOSED RAILROAD SPUR. SEE RAILROAD DRAWINGS BY OTHERS. IMPERVIOUS AREA EXISTING: 29,417 SQUARE FEET zz PROPOSED 300 GALLON DIESEL ABOVE GROUND STORAGE TANK WITH SPILL AND OVERFLOW PREVENTION DEVICES PER OWNERS SPECIFICATIONS. FOR TANK DESIGN REQUIRED: MAXIMUM 70 % (343,946 SF) SEE DETAIL C4.1-06. CONTRACTOR TO INSTALL 9095A SERIES AST OVERFILL PREVENTION PROPOSED: 305,824 SQUARE FEET (62.2%) VALVE AND 7 112 GALLON AST SPILL CONTAINER BY STANWADE METAL PRODUCTS INC., LANDSCAPE REQUIREMENTS: AND CLOCK GAUGE AND CLOCK GAUGE ALARM BY MORRISON BROS. CO. FOR SPILL AND OVER FLOW PREVENTION. SEE LANDSCAPE PLAN z3 EXISTING ROADWAY SIGN TO BE REMOVED AND RELOCATED. BUILDING DATA: 12,000 S.F. MAIN BUILDING 24 EXISTING FENCE TO BE REMOVED. SEE PLAN FOR DEMOLITION START. BUILDING HEIGHT: 22-3" MAXIMUM zs PROPOSED CONCRETE APPROACH PER CITY OF SANFORD SPECIFICATIONS. NUMBER OF STORIES: ONE 2s 6' LONG YELLOW HDPE SOLID PLASTIC BUMPER BLOCKS. SECURE WITH 2 /t4 RODS, 4' - 20,000 S.F. STORAGE BUILDING LONG. IF PRECAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW, SEE DETAIL C1.1-03. BUILDING HEIGHT: 24'-3'MAXIMUM 27 PROPOSED POWER POLE. SEE SHEET C5. NUMBER OF STORIES: ONL: 10,000 S.F. STORAGE BUILDING PROPOSED 6DECORATIVE FENCE ALONG THE EAST PROPERTY LINE. SEE SHEET L1. BUILDING HEIGHT: 24'-3" MAXIMUM MATCH EXISTING FENCE TYPES OF LOCAL BUSINESSES WITHIN THE SURROUNDING AREA. COORDINATE WITH OWNER'S REPRESENTITIVE FOR FENCE APPROVAL PRIOR TO tim = 1 NUMBER OF STORIES: ONE CONSTRUCTION. 12,000 S.F. STORAGE SHED (2) 0 CONCRETE RETAINING WALL IN LOADING AREA. SEE SHEET C2 FOR TOP AND BOT. OM BUILDING HEIGHT: 17'-8' MAXIMUM WALL ELEVATIONS AND BUILDING FOUNDATION FOR WALL CONSTRUCTION. NUMBER OF STORIES: ONE Q PROPOSED 12'x60' LOADING ZONE. 3, PROPOSED TRUNCATED DOME DETECTABLE WARNINGS, SEE DETAIL C1.1-08. E VI EW PROP6'IH CHAIN LINKEE BLACK1N COLOR WITH BLACK NETTING. FENCE TO LANS k ALSOHAVE BARBED WIRE PROTECTION. 30" HIGH INTENSITY GRADE STOP SIGN WITH A 24" WHITE THERMOPLASTIC STOP BAR PER 3050 MELLONVI LLE AVE. IN OF CITY OF SANFORD SPECIFICATIONS. +..1/ �►� `Z► 34 PROPOSED 10'x20' FIRE LANE WITH "NO PARKING FIRE LANE" SIGN PER CITY OF SANFORD SANFORD FL 32771 FIRE DEPARTMENT SPECIFICATIONS. EXISTING BUILDING Ylill DATE: LEGEND ADA ACCESSIBLE ROUTE: (SEE KEYED NOTE # 11) a " A,;) STAKING NOTES A. THE BUILDING AND PARKING ARE PARALLEL AND/OR PERPENDICULAR TO S00°181 WE B. ALL EXISTING CONDITIONS. TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL DESCRIPTION ARE AS TAKEN FROM A SURVEY OF LAND SITUATED IN SANFORD. SEMINOLE COUNTY, FLORIDA DATED 11/13/2006. a AS PREPARED BY: SCOTT'S SURVEYING SERVICES, INC. 8 S- HIGHWAY 17-92, SUITE 8-A DEBARY, FLORIDA (386) 668-7332 C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND. D ALL RADII ARE 5 0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED REVISIONS #2 09/13/2007 E. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND BUILDING FOUNDATION WALL UNLESS br OTHERWISE NOTED. e�t `^ F. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS BASED ON INFORMATION OBTAINED FROM REPORT MAILBO I SOILS RECEIVED 09/14/2006 �' - `It�F �G�/ -�. L�7C� P� AS PREPARED BY: TERRACON A� 503 W. CENTRAL BOULEVARD FMORLANDO. FLORIDA 32801 F 407.843.1311 :.3 Uj 1 14 w �L k > PROTOTYPE _ O STORE NUMBER t.' WD PROJECT NUMBER EFLDV0003 f� ASPHALT W 0 30 60 120 Fw T SCALE: 1" - 60.00' o Z Cn AIRPOR T B 0 ULE VARD f . 'W 1 Sa-' ,.,. S• r-Y,y. ..;..q,,• . +lr; � p .��. �. }.v,<'n:... .ry. � •'i : v i. 1 r.T •r A• -H� h 'x• nr' x. � '•. ':t• ','.a''i' s;' i, T n ,a 3:'' .. �.C/.v. f� .. ». .i ../.}.: •4r• lk2.ria" S.`3 .. , Ru. ., r ti.. .�"i.".s.'C. wy. -`. r1iA,.i•. -9.� r ;j,x.,w,. .:'i "&.+... ..,f•" .. .fi'7r �.�'. ";.w"'sr':" .. ^J' . .a c%oE,i'ac. . +�s .. W �.. , . sc _,.. "'k'5.�:. .w o i.:J!R'. :i,"&':' ,. .t� s ..d:>_ •�. .Ln b%f''3.'r•�c'0,.., »• r .A.L ..`+. wr:• 5'G' .,^2"0"-@�.'t']'e:3.r>r., ... :. .., : 9�, ..., a ... c ^;i ..fc&.. �'a,'�"n:S�u6& ��es � tar•A .F.� .k.� xr,�' .G.ee.e+Y+.. •:,�.�...,sd .✓)L•Hfi.:!C<.,...{d':tj+.v:a1 rtJ'.,•i'��.. .a � .��"' .rkWi"`.v`.3:�:�! r¢. ..+. 'uNi .>r �cr'�iks"s£ `vic'�9i7mr.,xro'Sx fib, ?.s. m $;i=�.:':5�3`eW`.ri,:f , � .. _^;Ju2'%" ..+.s.0,.,,,...Y.isC::•F':v...:es,aT.s'o.3`?is2atSC+.'9,C..`a'sii':».i.ir'.ar. �,:':G y_.".df�'kF �'7a'.:b,�w.sti`�,.,�7� Jkr.:'.::.- .� .:.-,.„t,�:t .. Filo: p^4o,*IHdvfettdv0003_fl_sanfordkdvstcivinas bt ilts\2007.11.28as twitscitykr11dv0003o_col-00.dwg Saved: 11/26/2007 11:01 AM (wda2147) Ploned: 11/29/2007 10:30 AM (wda2147) I I N&SP59'5PE 457.01' U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Florid Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For fnsuranc Company Use: Al. Building Owner's Name Policy Number Hardy Management Company, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number-, 3050 Mellonville Ave City State ZIP Code Sanford FL 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) see attached legal description and exhibit -- building structure #2 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat. 28d 46' 25.5" N Long. 81 d 15' 26.8" W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq It a) Square footage of attached garage sq ft b) No, of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Sanford (120294) Seminole Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) April 17, 1995 September 28, 2007 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Itern B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 7 R B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes i 0 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ini06d Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH AR/AU Com to Item C2., C below according to the building diagram spec ied/in Item A7. Benchmark Utilized L /.t a�CF _��n�e`. T? �c�i�1f,W1 170�4% Vertical Datum C�C i'.•c/r! Conversion/Comments 17 / Check the measurement used basement, floor) ❑ Rico a) Top of bottom floor (including crawl space, or enclosure b) Top the higher floor .Jfeet ❑ feet meters (Puerto only)' ❑ meters (Puerto Rico only) of next c) Bottom of the lowest horizontal structural member (V Zones only) _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _ ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) _❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) _❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 16 U.S. Code, Section '1001. ❑ Check here if comments are provided on back of form. Certifier's Name License Number Jeffrey A Tibbitts, P.E. 61357 Title Company Name Director, Development Services WD Partners Address City State ZIP Code 70 Di cov vd Dublin OH 43017 Signatu Date 12/11/2007 Telephone 614.634,7000 PLACE. HE.R i FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions / ( 1 ®i DENOTES GENERAL TIE-IN AS -BUILT DATA DENOTES DELETED ITEM OR CHANGE ITEM DENOTES 6' CHAIN LINK FENCE WITH 3 STRANS BARB WIRE FlREHYDRANT DENOTES FDC OR STANDARD HYDRANT DENOTES SPOT ELEVATION TOP EX MON, WELL 7. DENOTES TOP OF POND ELEVATION TOP =55.01- 53.0 DENOTES BOTTON OF POND ELEVATION BOP X_� DENOTES WROUGHT IRON FENCE (TYP) PROJECT BENCHMARK SEMINOLE COUNTY BENCHMARK #1710401 (OFFSITE) ELEVATION 56.987 FOUND REBAR AND CAP SCALE: 1 " = 60' LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA: THENCE RUN S00.18'10"E, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 6, A DISTANCE OF 4623.76 FEET; THENCE DEPARTING, S89'41'50"W, A DISTANCE OF 150.00 FEET FOR A POINT OF BEGINNING; THENCE RUN S00`18'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH CENTER SECTION LINE A DISTANCE OF 619.90 FEET; THENCE DEPARTING SAID PARALLEL LINE, RUN S89-48'37"W, PARALLEL WITH AND 397.24 FEET NORTH OF THE SOUTH LINE OF THE SOUTHWEST 1 /4 OF SAID SECTION 6, A DISTANCE OF 708.61 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD, AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COAST LINE RAILROAD, LAKE CHARM BRANCH DATED JUNE 30, 1917; THENCE RUN N22'32'14"W, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF- WAY, RUN N14'59'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16'29'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42.30'34"E, A DISTANCE OF 278.29 FEET; THENCE RUN S35'26'46"E, A DISTANCE OF 201.02 FEET TO A POINT LYING 25.00 FEET SOUTH OF THE PHYSICAL CENTERLINE OF CATAPULT ROAD; THENCE RUN N89.49'00"E, ALONG SAID SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. CONTAINING 11.280 ACRES, MORE OF LESS STREET ADDRESS SURVEYORS NOTE ONLY DATA SHOWN HEREON IS CERTIFIED TO AS OF 10/24/07 7J050 MELLONVILLE AVE. ADDITIONAL AS -BUILT DATA WILL BE ADDED FOR FINAL CERTIFICATION. SEE ATTACHED CERTIFICATION FOR FOUNDATION ELEVATIONS FOUND REBAR AND CAP 1�p FOUND 64 w EL. 56.21 UNE 51.20 w GRATE EL 56.18 �• FLow UNE s1.o4 O 2� /^J�ry 56.a 0 SANFORD, FLORIDA 32771 ivv�P B P I�BO� cl Mp AS -BUILT SURVEY CERTIFIED TO: 84 LUMBER COMPANY oCo vJPyM�F19�,1 �iGH(- CrIPU�E 30, I 'HEREBY CERTIFY THAT THE AS -BUILT DATA SHOWN HEREON REPRESENTS A FIELD SURVEY pP ED MADE UNDER MY DIRECTION AND THAT IT MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR AS-BUILTS SURVEYS AS SET FORTH IN SECTION 61017-6 FLORIDA ADMINSTRATIVE CODE, PURSUANT TO FLORIDA STATUTE 472. DATE 10/04/07 F�R ID �2 G10 I�R:V YING, INC. DRAWN BY DIRK � o ,, CHECKED BY DIRK PROJECT CODE 27012-1 AB NOT VAUD WITHOUT _ffAVID R. KRUE ER vs. EMBRO55ED SEAL FLA. REG. NO. 4425 NOTE: REVISED FOR ADDITIONAL AS -BUILT DATA 10/24/07 FOUND REBAR AND CAP -12P EX MON. WELL TOP = 5Y.66 4 INISH FLOOR 57.5 4 p O 00 10,000 SQ. F00 �, pJ-1 O STORAGE BUILDING TOP OF SLAB = Imo€ 1 DG.OD' 81 57. 57.46 7.77 157.711 1 ® FIRE HYDRANT 4� TOP TEE EL 5 0 �i 11 42" HPDE 00• � G ATE EL. 56.08 TOP THEE FL W UNE 50.56 GRATE EL. 56.15 FLOW LINE 50.74 -PHUPUSEO WOE FINE LINE EASEMtNT TOP TOP 57.0 EDGE OF PAVEMENT (TYP) CHAIN UNK 6�a I TOP REBAR AND I� it l: ELEVATION 57,9B6 i C A A ' I r:. • 1 FOVND REBAR AND CAP 57 I/ 6' CHAIN LINK FENCE (TYP) 1 • � s `: ii � � 1 � � E�, a,iE �• OLE ,, /•• 1 00 BUILDING �. : 01 I ia pMILLWORK ' L•L3�1 / TOP OF SLAB ' I 12,000 • • • !° �� .. SERVICE� DOCK : �..:kr��LOADING f 4" WELL ILI UTILITY `�NI'� � --7?�i�' 1 �1:__�� .ii� � 1'�rif3. �h'imy '�1��••J�I;,��I s� ti • � 203' 30" HPDE 0 0.17% FLOW NEE 5o:5z r5_83-51 ., 5 I ~ C 51,411 491,352 SQ. FT. Am Fl GATE P HYDR UT EL -71 z 7 2 11.28 ACHES ± N. 58.33 < 58. +.: �..•� � GRATE EL 56.62 58.0 0 58-2 • n Q FLOW LINE 50.88 • y L IJ 'O - MO P=5.29 WELL Z) 57.8 58.2 58.5 ( A t� To 0 >- QSWALE 0 40 EL J 57.04 58.13 57.20 It OD 300.00' "T" SHED D----� D B SLOPE FLOOR B �____ y q 0 ® 57'3 57. U Lm Rt r No300.00' 2,000 SQ, FT. STOHAG SHED 57.00 EX M Z 1n GRATE Et. 36.31 58.1 O 56.94 FLOW UNE 50.40 GRATE FLOW u L 56.599 E 50.12 12 p 0 = m HPDE ®0.10q 245' 54• HPDE 0 0.18% C� wALE EL 57. 58.07 56.9 5.88 300.00' "T" SHED 7.3 4 ao SLOPE FLOOR 3a 0 SQ. FT. STURAG •.� o SHED ® D_ _ 70 am rD W a.c N L TOP N TOP T ELN57.39 7.9 57 2 TOP 57.9 / - ----I � j 7.7 i TOP 7,0 52.7 52.9 s' CHAIN LINK FENCE (TYP) 52.9 BOTTOM OF POND (TYP) 53.0 0B P BOP BOP B p F GRATE EL STRUCTITRE 47 BOP � INV. EL 49.9 -RIP-RAP EMERGENCY OYERFLOW 56 RETENTION POND 0 �- s1 52.7 NVADWAL 2hw 52.9 53.0 3. B P CP 4.58 B 5 BOTTOM OF POND Y CHAI UNK FENCE TOP OF POND TYP vp 5 8 T T P S89°4' CHAIN W 7ENCE ( ENDWAL 57.0 INV 15• pj /� 6' CHAIN LINK FENCE (TYP) 57.0 57.2 <t' FOUND REB AtaDiCAP RCP 54.21 N T.B.M. #1 TOP REBAR AND CAP 'ca SOUTHEAST CORNER OF PROPERTY ELEVATION 56.865 238,468 SQ. FT. 5.47 ACRES-- EPS�MEN1 NO L INCLUDED (E PORTION OF THE SE 114 OF THE SW 114 OF uY� OD 0P�O 6G STORM P SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST a PF1a \ MID REGIONAL SURVEYING, INC. P.O. BOX 766 I8 `{ SUMMERFIELD, FLORIDA 34492 OFFICE PHONE (386) 804-9524 FAX PHONE (352) 259-6543! MAlceo T, U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE f OMB No. 1660-0008 Expires February 28, 2009 ante Company Al. Building Owner's Name Policy Number Hardy Management Company, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Cornparty'NAIC Number 3050 Mellonville Ave City State ZIP Code Sanford FL 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) see attached legal description and exhibit -- building structure #4 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat. 28d 46' 23.3" N Long. 81d 15' 25.3" W Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.1b sq in Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State City of Sanford (120294) Seminole Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 1211700070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) April 17, 1995 September 28, 2007 X N/A t31U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Itern B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) ° B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes �;0 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ,} , •,x,;r f : , ,`;1 . Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction finished Construetjont *A new Elevation Certificate will be required when construction of the building is complete. „ a ! • ,r` C2. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO,. Col e C below according to the building diagram specified in Item AT Benchmark Utilized, �ct�c __. ;4�� /1 /4Pe1%9WVertic,l Datum `e�G / 7 Conversion/Comments Check the measurement used. "Y y a) Top of bottom floor (including basement, crawl space, or enclosure floor) 5_7 9 7❑ feet ❑ meters (Puerto Rico -.only) b) Top of the next higher floor ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) _❑ feet ❑meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) —❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonmont under 16 U. S. Code, Section 1001. ❑ Check here if comments are provided on back of form. P L t1 Certifier's Name License Number SEAL Jeffrey A Tibbitts, P.E. 61357 HE'k EE Title Company Name Director, Developmen ervices WD Partners Address City State ZIP Code 7007 Discove B d Dublin OH 43017 Signatu Date 12/11/2007 Telephone 614.634.7000 FEMA Fore 81f'31, Fe See reverse side for continuation. Replaces all previous editions AS -BUILT SURVEY: 84 LUMBER COMPANY FOUND REHAB AM CAP ® DENOTES GENERAL TIE-IN AS -BUILT DATA DENOTES DELETED ITEM OR CHANGE ITEM DENOTES 6' CHAIN LINK FENCE WITH 3 STRANS BARB WIRE FIRE HYDRANT DENOTES FDC OR STANDARD HYDRANT DENOTES SPOT ELEVATION TOP EX MON. wtu 7. DENOTES TOP OF POND ELEVATION TOP -ss.m- 53.0 DENOTES BOTTON OF POND ELEVATION B P DENOTES WROUGHT IRON FENCE (TYP) PROJECT BENCHMARK SEMINOLE COUNTY BENCHMARK #1710401 (OFFSITE) ELEVATION 56.987 FOUND REHAB AND CAP SCALE: 1 " = 60' �P LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA: THENCE RUN SOO'18'10"E, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 6, A DISTANCE OF 4623.76 FEET; THENCE DEPAR ING, S89'41'50"W, A DISTANCE OF 150.00 FEET FOR A POINT OF BEGINNING; THENCE RUN S00'18'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH CENTER SECTION LINE A DISTANCE OF 619.90 FEET; THENCE DEPARTING SAID PARALLEL LINE, RUN S89'48'37"W, PARALLEL WITH AND 397.24 FEET NORTH of THE SOUTH LINE OF THE SOUTHWEST 1 /4 OF SAID SECTION 6, A DISTANCE OF 708.61 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD, AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COAST LINE RAILROAD, LAKE CHARM BRANCH DATED JUNE 30, 1917; THENCE RUN N22'32'14"W, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF- WAY, RUN N14'59'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16'29'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42'30'34"E, A DISTANCE OF 278.29 FEET; THENCE RUN S35'26'46"E, A DISTANCE OF 201.02 FEET TO A POINT LYING 25.00 FEET SOUTH OF THE PHYSICAL CENTERLINE OF CATAPULT ROAD; THENCE RUN N89'49'00"E, ALONG SAID SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. CONTAINING 11.280 ACRES, MORE OF LESS STREET ADDRESS SURVEYORS NOTE ONLY DATA SHOWN HEREON IS CERTIFIED TO AS OF 10 24/07 3050 MELLONVILLE AVE. ADDITIONAL AS -BUILT DATA WILL BE ADDED FOR FINAL CERTIFICATION. SEE ATTACHED CERTIFICATION FOR FOUNDATION ELEVATIONS AP Iww R®M AND CAP EX MON. WELL TOP S' 8R v 0 EL. 56.21 RAN 100.00' AKIN OW LINE 51.20 Ag '� ` NISH FLOOR - 57.5 4 sso o 0 0 1 SO FT. Q o RA STOR7 GE BUILDING TOP Oi- SLAB = J J � J&MAIN tS' FlRE HYDRANT �� ` � GRATE EL 56.18 FLOW LINE 51.04 O � z 57.46 54 • A G EL. 56.30 LINE 50.89 • F51-771 • 7.( 57.t 7 • • FIRE HYDRANT TOP TEE EL 53 1 10 T al L!C� o 166.5' 42" HPDE µ��7 "- j GF ATE EL 56.08 FL W LINE 50.56 FIRE HYDRANT TOP TEE EL 5 40 GRATE EL. 56.15 A? FLOW LINE 50.74 U PROPOSED 15' HRE LUJF F/ISFMLN TOP 7.0 TOP 57.0 O _ ® EDGE OF PAVEMENT (TYP) w I - a 0 SANFORD, FLORIDA 32771 B�PER LRO� PGA �� AS -BUILT SURVEY CERTIFIED TO: 84 LUMBER COMPANY 500ocSOR�PyMBRPN9 GN J Al I HEREBY CERTIFY THAT THE AS -BUILT DATA SHOWN HEREON REPRESENTS A FIELD SURVEY pP�ED MADE UNDER MY DIRECTION AND THAT IT MEETS OR EXCEEDS THE MINIMUM TECHNICAL / STANDARDS FOR AS-BUILTS SURVEYS AS SET FORTH IN SECTION 61G17-6 FLORIDA ADMINSTRATIVE CODE, PURSUANT TO FLORIDA STATUTE 472. DATE 10/04/07 FOR. MID RE ONAI 7SU YING, INC. DRAWN BY DIRK �✓L j ! CHECKED BY DRK PROJECT CODE 27012_1AB NOT VALID WITHOUT DAVID R. KRUEGER P.L. . EMBROSSED SEAL FLA. REG. NO. 4425 NOTE: REVISED FOR ADDITIONAL AS -BUILT DATA 10/24/07 iND REHAR AND CAP N890 200. DO' DRAIN NISH FLOOR = 57.97 20,000 SO. FT. MILLWORK BUILDING j TOP OF SLAB =� 99.67 LOADING DOCK N N F- Z 57.2 w 7.07 57 421.16 S NISH FLOOR = 58.5 4 0 012) R\coW.YA'CW°W Irry Ug0W1.rrpy 12,000 SO. FT. MAIN BUILDING TOP OF SLAB sEx+Am IINE ,E-IN, -7�� 4 WELL 5' UTILITY ASEMENT 45' BOOS �apz]m7 �0.9! 30" HPDEI 0 0.17% 491,352 SQ. FT, 11.28 ACRES-, GRATE EL 56.62 8.D FLOW LINE 50.88 5L 7.04 ITI m O D--- - 0 D O r d- rn FFLLOW UNE 50-0.4301 Oi M 0 0.10% rr d HPDE O n--a o O d 57.01 - -- • T.B.M. #2 TOP REBAR AND CAP NORTHEAST CORNER OF PROPERTY ELEVATION 57.986 R®AR AND CAP 6' CHAIN LINK FENCE �:.vuul'�l L•�. �:K 58.2 58.5 • 'a 58.13 57.20 00' "T" SHED SLOPE FLOOR o � T 0 2 ,000 SO. F I S1 OHAG SHLDa 57.00 58.10 GRATE L 56.59 Z4 FLOW U E 50.12 12 245' 54" HPDE 0 0.18% �vv.vv "T" SHED SLOPE FLOOR �0 . 0 SO. FT, STORAG SHED TOP p 7.2 O a ---a O w O a � x 57.31 � TOP " Y 7.9 i I I I 7 58. 361 I. 89" 545BW wfu I 29 cn �SWALE OJ 0 U m Z Lv LL rn Z � O F- ~ _ Li C� (Da 'a'o G � w 9sp 52 9 6' CHAIN LINK FENCE (TYP) BOTTOM OF POND (TYP) 52.9 53.0 53.0 BOP B P B P BUBBLE-U GRATE EL5.47 STRUCTURE BOP WEIR EL 52. 2 RIP -RAP EMERGENCY OVETWLOW INV. EL 49.9 66 651.O a _ JU)- RETENTION POND 0 s� 52.7 EADWAL 52.9 5B .9 53.0 NV 15' 3. CP 54.58 8 OF POND TYP B P \-22' 15' RCP 5ENDWA 7.0 INV 15' RCP 54.21 �T A a w, 1s A 89048'37"W 708-61' 6' CHAIN LINK FENCE (TYP) - 238,468 SQ. FT. 5.47 ACRES± �MENT NOT INCLUDED PTEP PORTION OF THE SE 114 OF THE SW 114 OF STOR SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST PPOPOgED 0 MID REGIONAL SURVEYING, INC. P.O. BOX 766 SUMMERFIELD, FLORIDA 34492 OFFICE PHONE (386) 804-9524 FAX PHONE (352) 259-6543 A TOP 7.0 • 142, vp T 1 1 FOUND AND ICAP T.B.M. #1 TOP REBAR AND CAP SOUTHEAST CORNER OF PROPERTY ELEVATION 56.855 I �V !i L U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Al. Building Owner's Name Policy Number Hardy Management Company,LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAICNumborr 3050 Mellonville Ave City State ZIP Code Sanford FL 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) see attached legal description and exhibit -- building structure #3 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat. 28d 46' 25.6" N Long. 81d 15' 28.7" W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State City of Sanford (120294) Seminole Florida 134. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) April 17, 1995 September 28, 2007 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Itern B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date ❑ CBRS ❑ OPA - SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) r 4 Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction* "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, below according to thhce-ebuilding diagram specilied in ]tern A7._/ Benchmark UtilizedTr.cYs%/"��Z 16 Vertical Datum /W/P Conversion/Comments Check the measurement used. r � a) Top of bottom floor (including basement, crawl space, or enclosure floor) 57 _r—� � � IJ feet ❑ meters (Puerto Rice only) b) Top of the next higher floor _❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) �❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) _❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. ---- I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifler's Name License Number Jeffrey A Tibbitts, P.E. 61357 Title Company Name Director, Development Services WD Partners Address City State ZIP Code 7 Discov vd Dublin OH 43017 Signa re Date 12/11/2007 Telephone 614.634.7000 'LACE SEAL HERE FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions 0 0_06 in -OVA 1 0 ® DENOTES GENERAL TIE-IN AS -BUILT DATA DENOTES DELETED ITEM OR CHANGE ITEM DENOTES 6' CHAIN LINK FENCE WITH 3 STRANS BARB WIRE FlREHYDRAN7 DENOTES FDC OR STANDARD HYDRANT DENOTES SPOT ELEVATION TOP EX MON. WELL 7. DENOTES TOP OF POND ELEVATION !0P=sG.u1- 53.0 DENOTES BOTTON OF POND ELEVATION BOP *- DENOTES WROUGHT IRON FENCE (TYP) PROJECT BENCHMARK SEMINOLE COUNTY BENCHMARK #1710401 (OFFSITE) ELEVATION 56.987 Fvuno REBAR AND CAP SCALE: 1" = 60' LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA: THENCE RUN SOO'18'10"E, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 6, A DISTANCE OF 4623.76 FEET; THENCE DEPARTING, S89'41'50"W, A DISTANCE OF 150.00 FEET FOR A POINT OF BEGINNING; THENCE RUN S00'18'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH CENTER SECTION LINE A DISTANCE OF 619.90 FEET; THENCE DEPARTING SAID PARALLEL LINE, RUN S89'48'37"W, PARALLEL WITH AND 397.24 FEET NORTH OF THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 6, A DISTANCE OF 708.61 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD, AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COAST LINE RAILROAD, LAKE CHARM BRANCH DATED JUNE 30, 1917; THENCE RUN N2232'14"W, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF- WAY, RUN N14'59'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16'29'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42'30'34"E, A DISTANCE OF 278.29 FEET; THENCE RUN S35'26'46"E, A DISTANCE OF 201.02 FEET TO A POINT LYING 25.00 FEET SOUTH OF THE PHYSICAL CENTERLINE OF CATAPULT ROAD; THENCE RUN N89'49'00"E, ALONG SAID SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. CONTAINING 11.280 ACRES, MORE OF LESS STREET ADDRESS SURVEYORS NOTE ONLY DATA SHOWN HEREON IS CERTIFIED TO AS OF 10 24/07 30J0 AEI I ONVILLE AVE.ADDITIONAL AS -BUILT DATA WILL BE ADDED FOR FINAL CERTIFICATION. IVI LL SEE ATTACHED CERTIFICATION FOR FOUNDATION ELEVATIONS SANFORD, FLORIDA 32771 AS -BUILT SURVEY CERTIFIED TO: 84 LUMBER COMPANY I HEREBY CERTIFY THAT THE AS -BUILT DATA SHOWN HEREON REPRESENTS A FIELD SURVEY MADE UNDER MY DIRECTION AND THAT IT MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR AS-BUILTS SURVEYS AS SET FORTH IN SECTION 61G17-6 FLORIDA ADMINSTRATIVE CODE, PURSUANT TO FLORIDA STATUTE 472. FOR'' MID f?EG�101\1RV YING, INC. NOT VAUD WITHOUT1 DAVID R. KRUEGE . EMBRO55ED SEALI FLA. REG, NO. 4425 FOUND REBAR AND CAP 1� 41 64 6 •a w Q ' o w PAD J s•G GRATE EL 56.18 FLOW UNE 51.04 Z Z Vry 56.30 50.89 58.2 s7. . MAR AND CAP EX MON. WELL f0P = 5/.GU INISH FLOOR = 57.5 4 b o h o gg ao 10,000 SQ. Ff. oo 00 STORAGE BUILDING TOP OF SLAB SESES GRATE EL. 56.15 FLOW LINE 50.74 TOP 57.0 ® EDGE OF PAVEMENT O 57.( z fP FOUND REE AND C ca pI�,01 PCB NPp 6().00 0 00 �F': N PPRM B 0 g11 PIC' DP ;ED DUNE DATE 10/04/07 DRAWN BY DRK CHECKED BY DIRK PROJECT CODE 27012_1AB NOTE: REVISED FOR ADDITIONAL AS -BUILT DATA 10/24/07 57.7 REBAR AND CAP /�� 200.00' INI� SH FLOOR = 57.97 20,000 SQ. Fr. MILLWORK BUILDING TOP OF SLAB = m T Do J� $F2AIN 120.00' L GRAIN Igm INISH FLOOR = 58.5 Y o a- o 0 0 o o " 12,000 SQ. FT. MAIN BUILDING TUP OF SLAB SERVICE DNE TIE-114-, LW T'c 4' w»L 5' UTILITY ASEMENT ! 491,352SQ.FF.. 11.28 ACRES± GOAWE F5E-3.-()bl LINE 50.36 "L I' 57.04 FIRE HYDRANT TOP TEE EL 53 1 o m o rn o Q 1 CRATE EL. 58.31 <) auras rn 56.94 FLOW UNE 50.4U ® 0.17% 8.2 • 58.2 5 .5 • 58.13 00' "T" SHED SLOPE FLOOR D �u 2,000 SQ. FT. STORAG SHED 58.10 Hu smu K02 I V-i ® 0.11% NPDE ®0.10% 5' ,}2" NPDE 300.00' "T' SHED FIRE HYDRANT G 7TE7EL. 56.08 TOP TEE EL 5 40 o SLOPE FLOOR FL 50.56 O 30 O SQ. FT. STORAGISHED PROPOSED lb'FIREUNEEASEMEN! 7. CRATE EL 57.19 FLOW LINE 50.52 I I I I .7 T.B.M. #2 TOP REBAR AND CAP NORTHEAST CORNER OF PROPERTY ELEVATION 57.986 57. 89°54'55°W 7.58 MAN AND CAP u N 50.00' s7. _ 6' CHAIN LWK FENCE (TYP)--i _ m o O 57.20 0 o • C) 57. F-7.001 EX 245' 54" HPDE 0 0.18% O <----- . O r Ld 57, - --- - iL 57.31 cV TOP WIN 52.7 6' CHAIN UNK FENCE (TYP) BOTTOM OF POND (TYP) 52.9 QBP 53.0 BOP ` \ BUBBLE-U 9BP STRUCTURE 5.47 BOP 5� �R � 52. RIP -RAP EMERGENCY OVERFLOW INV. EL 49.9 RETENTION POND clo-0 s� 52.7 EADWAL NV 15' 52.9 53.0 CP 54.58 3. BOP BOP OF POND TYP B 15' RCP ENDW' INV 15' TOP 57.0 CHAT UNK FEN E TOP OFPONDTYP Q5 9 1 I S89°48'37"W 708.61' 6' CHAIN UNK FENCE (TYP) VTP 57.0 572 � T P � EGuno REBMN AND ICAP T.B.M. #1 TOP REBAR AND CAP SOUTHEAST CORNER OF PROPERTY ELEVATION 56,865 238,468 SQ. FT. I 5.47 ACHES± �MEN1 NUT INCLUDED EPS N �z M�P�E � PORTION OF THE SE 114 OF THE SW 114 OF SECTION 6, TOWNSHIP SOUTH, ' S'(0� 20 RANGE 31 EAST 6 PROPOSED CJ w I� MID REGIONAL SURVEYING, INC. P.O. BOX 766 I� RPIFA4-9524 .- OFFICEHONE(386)804 FAX PHONE (352) 259-6543 + MAILeO o U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Expires February 28, 2009 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. - SECTION A - PROPERTY INFORMATION Fo'C Iri ,prance, Company Use,`. Al. Building Owner's Name Policy Number " Hardy Management Company LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC'Number 3050 Mellonville Ave City State ZIP Code Sanford FL 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) see attached legal description and exhibit -- building structure #1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat, 28d 46' 25.8" N Long. 81d 15' 23.9" W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Sanford (120294) Seminole Florida B4. Map/Panel Number B5. Suffix 86. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO070 F April 17, 1995 September 28, 2007 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) 811. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes'y 0 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" Finished Constr'uct'ion *A new Elevation Certificate will be required when construction of the building is complete. ; C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE)j)yWA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Comple em C below according to the building diagrams ecified uIltern A7.I Benchmark Utilized Ci ��` ar�iriVertical Datum`` Conversion/Comments Check the measurement used.. a) Top of bottom floor (including basement, crawl space, or enclosure floor) �� k% feet ❑ meters (Puerto Rico only) b) Top of the next higher floor _❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ^❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) _❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) _❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Name License Number Jeffrey A Tibbitts, P.E. 61357 Title Company Name Director, Develop ent Services WD Partners Address 7007 Di ov Blvd City Dublin StateOH ZIP Code 43017 Sign ure Date Telephone 12/11/2007 614.634.7000 PLACE SEA j'°i. E FEMA'Form 81-31, Febl tma 2006 See reverse side for continuation. Replaces all previous editions FOUND REBAR AND CAP AS -BUILT SURVEY: 84 LUMBER COMPANY1�511 s n \�� .`EX TOP ON. 68 WELL. O FOUND REBAR AND DENOTES GENERAL TIE-IN AS -BUILT DATA DENOTES DELETED ITEM OR CHANGE ITEM DENOTES 6' CHAIN LINK FENCE WITH 3 STRANS BARB WIRE FlRE HYDRANT DENOTES FDC OR STANDARD HYDRANT DENOTES SPOT ELEVATION �TOP DENOTES TOP OF POND ELEVATION TOM 55.01- `--� TOP = 5.01 53.0 DENOTES BOTTON OF POND ELEVATION BOP _X__ DENOTES WROUGHT IRON FENCE (TYP) PROJECT BENCHMARK SEMINOLE COUNTY BENCHMARK #1710401 (OFFSITE) ELEVATION 56.987 FOUND R®AR AND CAP SCALE: 1 " = 60' 1� LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA. THENCE RUN S00'18'10"E, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 6, A DISTANCE OF 4623.76 FEET; THENCE DEPARTING, S89'41'50"W, A DISTANCE OF 150.00 FEET FOR A POINT OF BEGINNING; THENCE RUN S00"18'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH CENTER SECTION LINE A DISTANCE OF 619.90 FEET; THENCE DEPARTING SAID PARALLEL LINE, RUN S89'48'3i"W, PARALLEL WITH AND 397.24 FEET NORTH OF THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 6, A DISTANCE OF 708.61 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD, AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COAST LINE RAILROAD, LAKE CHARM BRANCH DATED JUNE 30, 1917; THENCE RUN N22'32'14"W, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF- WAY, RUN N14'59'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16'29'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42'30'34"E, A DISTANCE OF 278.29 FEET; THENCE RUN S35'26'46"E, A DISTANCE OF 201.02 FEET TO A POINT LYING 25.00 FEET SOUTH OF THE PHYSICAL CENTERLINE OF CATAPULT ROAD; THENCE RUN N89'49'00"E, ALONG SAID SOUTH LINE, A DISTANCE OF 421.15 FEET TO THE POINT OF BEGINNING. CONTAINING 11.280 ACRES, MORE OF LESS STREET ADDRESS SURVEYORS NOTE ONLY DATA SHOWN HEREON IS CERTIFIED TO AS OF 10 24/07 3050 MELLONVILLE AVE. ADDITIONAL AS -BUILT DATA WILL BE ADDED FOR FINAL CERTIFICATION. SEE ATTACHED CERTIFICATION FOR FOUNDATION ELEVATIONS SANFORD FLORIDA 32771 54 u 1 6 zo LI F- 0 1� 56.201 RA 100.00' BRA UEL 51NE o u INISH FLOOR 57.5 @ Iv 'i 56q b 0 o 0 10,000 SQ. FT. o 0 n .- STORAGE BUILDING _ 'FOP OF SLAB = Q% / 7"q- J 7S,G GRATE EL 56.1E FLOW LINE 51.04 Q EL. 56.30 ]NE 50.891 58.2 57. e •s. coo tiq o- GRATE EL. 56.15 FLOW LINE 50.74 TOP Em 7.0 EDGE OF cs 0 (57.( 2. FOUND REB AND C N� a m :w \v PER \ �RG� PCT M� AS -BUILT SURVEY CERTIFIED TO: 84 LUMBER COMPANY oo cS F PS MBR 5 R1�H�- � Cr1PUNE �o, 1 HEREBY CERTIFY THAT THE AS -BUILT DATA SHOWN HEREON REPRESENTS A FIELD SURVEY pPTEO J MADE UNDER MY DIRECTION AND THAT IT MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR AS-BUILTS SURVEYS AS SET FORTH IN SECTION 61G17-6 FI PRIDA ADMINSTRATIVE CODE, PURSUANT TO FLORIDA STATUTE 472. a ' / DATE 10/04/07 FO ' MID "RE 10 AL EYING, INC. DRAWN BY DIRK CHECKED BY DIRK -�1�// PROJECT CODE 27012_1AB NOT VAUD WITHOUT DAVID R. KRUFyd ,P:Lt_ EMBRO55ED SEAL FLA. REG. N0. 4425 NOTE: REVISED FOR ADDITIONAL AS -BUILT DATA 10/24/07 FIRE HYDRANT a, 'V" e u�E 7. • h� i 57.77 e FIRE HYDRANT TOP TEE EL 53 h 1 (2) 45 09 PS p 5' 42" I_ Toll%. HPDEL. 7FlYC 'L GFE56 ATE 60 H W - - PROPOSED 15 FIREUNEEASEM0i TOP 57.0 T.B.M. #2 TOP REBAR AND CAP NORTHEAST CORNER OF PROPERTY ELEVATION 57.986 7.D7 CA TA REBAR AND CAP 57 T 200.00' DRAIN v� BRAIN 120.00, L INISH FLOOR 57.97 INISH FLOOR = 58.5 3 20,000 SQ. FT. MILLWORK BUILDING o 0 n�cow�wvicem�uo.s. �ww�..w TOP OF SLAB =� o 00 � .- 12,000 SQ. FT. MAIN BUILDING 99.67 TOP OF SLAB = xmvlm UNE NE- w DENO LOADING DOCK RA1 00 BRA 120. 0' 100.33' jo EL cly 4' WELL 5' UTILITY ASEMENT , ��.• /tl�P" F^'"V E RA T 8' PVC.FIR norr PN !r(23 wPe ';.rt • . 43 DDNos --- _-.. - - 203' 30" HPD a 0.177. CRATE EL 57.19 FLOW UNE 50.52 0, 491,352SQ. FT. z 11.28 ACRES � e N w Q GRATE EL 56.62 FLOW LINE 50.88tid 0, ® 5�g 55 0 155 8.-2 41 F • � 7.8 e 58.2 (51 • U) J 57.04 58.13 57.20 • 300.00' "T" SHED SLOPE FLOOR a fn D--D D D D o--D a m LC5 300.00' 2,000 SQ. Fr. S (OHAG SHED a 57.00 rnFLOW GRATE EL. 58.31 58.10GRATE 56.94 FLOW UE 50.40 N M HPDE 0.10% 3 F58.071156.91 245' 54" HPDE 0 0.18% 300.00' "T" SHED 8�" .41.PWND REBAR AND CAP 6' CHAIN LINK FENCE (TYP) .b PVC GATE yr UI rl +r..:: 8.3 9.06 58 a .p WELL .•.-H, r: � MOA P=5.29 B.02 gSWALE EL '- U o O ® Lu u �1 57.3 57. Z Lw lail I �+ EX M z Q 59 g .12 I - �z sW a� 0 57. IL 0 SLOPE FLOOR Q 30 0 SQ. FT. STORAG SHED o _ w 57.01 58.15 - ----- 57.31 0 TOP TOP a TOP 57.2 1 , • y 57.9 0 FF7-0117.0 VBP 6' CHAIN LINK FENCE (TYP) BOTTOM OF POND (TV) 52.9 52.9 53.0 53.0 BOP B P B P BUBBLE-U GRATE EL STRUCTURE 47 BOP RIP -RAP 'r am �` WflR EL EMERGENCY OVERFLOW � INV. EL 49.9 150 651.0 2 a RETENTION POND 07 C_,noc) s� 52.7 O BOP NV ,, 15" 15- 9BP h� 52.9 9BP CP 54.58 OF POND TYP BOP 15' CHAT UNK FENCE TOP OF POND 5 QP3 9 1 I 89048'37"W 708.61' 7• 6' CHAIN LINK FENCE 57.0 QTP �f (TYP) ¢ ICAP T P FOUND AM T.B.M. �/1 TOP REBAR AND CAP I SOUTHEAST CORNER OF PROPERTY ELEVATION 56.865 238,468 SQ. FT. I 5.47 ACRES+ �SEMENT NOT INCLUDED PIER PORTION OF THE SE 114 OF THE SW 114 OF N M� 60 S TOR SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST z 0P05ED PR 8 w MID REGIONAL SURVEYING, INC. P.O. BOX 766 SUMMERFIELD, FLORIDA 34492 i OFFICE PHONE (386) 804-9524 FAX PHONE (352) 259-6543 tit MAILBO U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION OMB No. 1660-0008 Expires February 28, 2009 Al. Building Owner's Name Policy Number Hardy Management Company LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. any NAIL Numbe( 3050 Mellonville Ave City State ZIP Code Sanford FL 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) see attached legal description and exhibit -- building structure #5 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat. 28d 46' 22.5" N Long. 81d 15' 25.3" W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State City of Sanford (120294) Seminole I Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117C0070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) April 17, 1995 September 28, 2007 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date F] CBRS F-]OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" �' inished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete I ems 02.a-g below according to the 5;;-b--�u�vdbuilding diagram s ecified in Item AT / Benchmark Utilized Wl, � � � /f„�!rJc j r a;0` rtical Datum 2/ Conversion/Comments 7— Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)! feet meters (Puerto Rico b) Top of the next higher floor Iu� feet only) El El meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) _Ll _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) _❑ feet ❑ meters (Puerto Rico only) 0 Lowest adjacent (finished) grade (LAG) _❑ feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) _❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation . information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. --- — / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Uertlfler s Name License Number Jeffrey A Tibbitts, P.E. 61357 Title Company Name Director, Developm t Services WD Partners Address 7007 Disc e Blvd Dublin City State OHH ZIP Code 43017 Date 12/11/2007 Telephone 614.634.7000 P't.ACE SEAL HER FEMA Form 81-31, F zuue See reverse side for continuation. Replaces all previous editions ® DENOTES GENERAL TIE-IN AS -BUILT DATA DENOTES DELETED ITEM OR CHANGE ITEM DENOTES 6' CHAIN LINK FENCE WITH 3 STRANS BARB WIRE FIRE HYDRANT DENOTES FOG OR STANDARD HYDRANT �'7 DENOTES SPOT ELEVATION T® EX MON. WELL 7. DENOTES TOP OF POND ELEVATION TOP - 55.0f - 53.0 DENOTES BOTTON OF POND ELEVATION BOP X X DENOTES WROUGHT IRON FENCE (TYP) PROJECT BENCHMARK SEMINOLE COUNTY BENCHMARK #1710401 (OFFSITE) ELEVATION 56.987 FOUND REBAR AND CAP - SCALE: 1 " = 60' LEGAL DESCRIPTION \ A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA: THENCE RUN S00'18'10"E, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 6, A DISTANCE OF 4623.76 FEET; THENCE DEPARTING, S89"41'50"W, A DISTANCE OF 150.00 FEET FOR A POINT OF BEGINNING; THENCE RUN S00'18'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH CENTER SECTION LINE A DISTANCE OF 619.90 FEET, THENCE DEPARTING SAID PARALLEL LINE, RUN S89-48'37"W, PARALLEL WITH AND 397.24 FEET NORTH OF THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 6, A DISTANCE OF 708.61 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD, AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COAST LINE RAILROAD, LAKE CHARM BRANCH DATED JUNE 30, 1917; THENCE RUN N2232'14"W, ALONG SAID EASTERLY RIGHT-OF-WAY, A DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF- WAY, RUN N14'59'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16'29'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42'30'34"E, A DISTANCE OF 278.29 FEET; THENCE RUN S35'26'46"E, A DISTANCE OF 201.02 FEET TO A POINT LYING 25.00 FEET SOUTH OF THE PHYSICAL CENTERLINE OF CATAPULT ROAD; THENCE RUN N89'49'00"E, ALONG SAID SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. CONTAINING 11.280 ACRES, MORE OF LESS STREET ADDRESS SURVEYORS NOTE ONLY DATA SHOWN HEREON IS CERTIFIED TO AS OF 10/24/07 3OJO MELLONVILLE AVE. ADDITIONAL AS -BUILT DATA WILL BE ADDED FOR FINAL CERTIFICATION. SEE ATTACHED CERTIFICATION FOR FOUNDATION ELEVATIONS SANFORD FLORIDA 32771 FOUND REBAR AND FOUND lam EL. 56.21 LINE 51.20 d � I PAD Q GRATE EL 56.15 FLOW UNE 51.04 w Q� - 54 10 G EL. 56.30 LINE 50.89 58.2 57. 6.7 • ® ids^ P1��0 D PCT M� AS -BUILT SURVEY CERTIFIED TO: 84 LUMBER COMPANY oocsFW0&gc�I SRIOH.�•O CH�NE30,19 I HEREBY CERTIFY THAT THE AS -BUILT DATA SHOWN HEREON REPRESENTS A FIELD SURVEY DPIEO J� MADE UNDER MY DIRECTION AND THAT IT MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS FOR AS-BUILTS SURVEYS AS SET FORTH IN SECTION 61G17-6 FL��IDA ADMINSTRATIVE CODE, PURSUANT TO FLORIDA STATUTE 472. /' DATE 10/04/07 FO ' MID REGIONA VEYING, INC. DRAWN BY DIRK %,/� � CHECKED BY DIRK .dam` / �_. PROJECT CODE 27012_1AB OT VAUD WITHOUT1 SEAL PVID R. KRUEGER P L!S. A. REG. NO. 4425 NOTE: REVISED FOR ADDITIONAL AS -BUILT DATA 10/24/07 I'1 EX MON``.. WELL fop - 51.58 REBAR AND CAP t� 1 OU.00' DRA N I( NISH FLOOR = 57.5 R 0 10,000 SQ. FT. o n STORAGE BUILDING Top OF SLAB = FIRE HYDRANT m FIRE HYDRA TOP TEE EL. o 5' h2" HPDE 00.11% 166. FIRE HYC 56.7 G ATE EL 56.08 TOP TEE FL W LINE 50,56 GRATE EL. 56.15 FLOW LINE 50.74 PHOPOSEV 15 FIRE UNE E1I;EMLN j TOP TOP 57.0 ® 57.0 EDGE OF PAVEMENT (TYP) CHAIN LINK REBAR AND CAP 20U.00' INISH FLOOR = 57.97 20,000 SQ. FT. MILLWOFIK BUILDING TOP OF SLAB =® 99.67 � LOADING DOCK o a0 BRAIN 1G•.': n 7.D7 CA7APUL7' 67 N89049'00"E 421.16 5 129. DOWN $RAIN t 20.00' BRAIN DRAIN INISH FLOOR = 58.5 a O P:\C0�{FL�DV�CvP�6{4a,LK bpV/-4m4vYY Q o 0 o ci o � O 12,000 SQ. FF. MAIN BUILDING TOP OF SLAB = SMVICE UNE TIE DO' DENO ppo po EL 618 �0.33' Bf2AIN Df2A N 120. o' DRAIN IOU py,P[t Y t ®� a" WELL 5' UTILITY .SEVENT 73 RE HYDRAN E HYDRANT Ir PVC FIRE UNE •y ioF �s azoi " 5 .7 F 31 UFTSTTAATION 5 •iw'va 51� -w-Erlm UNE)nV 30" HPDE ®0.17% CRATE EL 57.19 FLOW LINE 50.52 I I I p I V. T.B.M. #2 TOP REBAR AND CAP NORTHEAST CORNER OF PROPERTY ELEVATION 57.986 .1 57. A89'54155 W 7.58 D REBAR AND CAP - �; N 50.Oa 57. 6' CHAIN LINK FENCE (TYP)-, _ PVC 491,352 SO. FT _..... _.• �; w ® 91.28 ACRES. GA"(E ur EL 1... 57.2 0 tr' �+ • N 59"0 {� 41 GRATE EL 56.62 58.0 �+ 58.2.4 YiYYSsss Q FLOW LINE 50.88 E MU WELL (h P=5.29 • n ® 8.02 5 2 N I� zLoLI • • r V) I QSWALE EL. 57.04 58.13 57.20 Q2 o 300.00' "T" SHED U m Nc� SLOPE FLOOR a 57.3 Z 0--° e e R--° Q 7. }� L r 300.00' 2,000 SQ, FF. STORAG : SHED e 57.00 Ex M 7- GRATE.LIE 58.10 98 6`S I 91GLRATENLLo OW550.40 FLLE 0.2 O of z HPDE ®0.10% 245' 54" HPDE 0 0.187i =Lu 58.07 56.9 a� 57• 300.00' "T' SHED 6/rDa j o SLOPE FLOOR O 0 0 2 e IF U, 30 - 0 SQ. FF. STOHAG SHED _ (,p w 57.01 58.15 57.31 0 ` )6 TOP TOP E YDRANT Q r57.-giq TO T EL 57.39 ,p1 � a � 52.7 6' CHAIN LJNK FENCE (TYP) BOTTOM OF POND (TYP) 52.9 52.9 53.0 5�3.PO) BOP BUBBLE-U B BOP B P GRATE EL STRUCTUURE 47 v� WEIR EL 52. 2 RIP -RAP EMERGENCY OVERFLOW \ INV. EL 49.9 56 6 51. o 0 RETENTION POND r� 0 s� 52.7 EA N� IS"5" 52.9 � 52.9 9BP 3• BOP CP 54.58 BOP OF POND (TYP)BOP BOP N Lr1 15" RCP ti- CH AI LINK- F POND TYP ee ENDWA 1n vp S89°48'37"W %08.61'QP QTP RCP1 54.216' CHAIN LINK FENCE (TYP) T.B.M. #1 TOP REBAR AND CAP SOUTHEAST CORNER OF PROPERTY ELEVATION 56,865 238,468 SQ. FT. 5.47 ACRES± P E�SEMENI NOT INCLUDED �E PORTION OF THE SE 114 OF THE SW 114 OF OSED 6o SlORM SECTION 6, TOWNSHIP 20 SOU I H, RANGE 31 EAST PLOP \ MID REGIONAL SURVEYING, INC. P.O. BOX 766 SUMMERFIELD, FLORIDA 34492 OFFICE PHONE (386) 804-9524 CIAFAX PHONE (352) 259-65431 TOP 7.0 5 7. 3 59T T P I LFOUND RFB "I CAP I I I 17 05-Dec-2007 09:54 PM 84 LUMBER #1302 SANFORD 4077087408 13/15 CITY OF SANFORD-PERMIT APPLICATION /'�) Application # : V� - L r �C „_ $«bmlttaJ date: _ Job Address: �5� ` P 1 tSVL\) t �l�ia • i t�(L�l Et7'(Ci �- �- Value of Work: s__.. f o o. r— - �} -- Parcel ID: �� - 2Q �1 ' t�UCJ C .,vning: I 1 Historic District: I7mriptiou of Work; lS�;l �(� plr� {:Tr `t' LIB L_G_�_�� Square Footage- ................ ...I..................................... Pelmlt Type: Building A Mtotrical ❑ Mechanical G Plumbing ❑ ' Fire Sprinkler/Alarm C1 Pool ❑ Sign 0 Flectrical: New Scrvico -# of'AMPS_ Addition/Alteration ❑ changc of Service ❑ Temporary Pole ❑ Mcchaaical: Residential ❑ Non-Residcatial,Cl" Rtplaccntent ❑ New ❑ (Duct layout & Energy Calc, Required) Plumbing/ New Conimcrt;W- # of Fixtures __ — # of Water & sewer Liaey „ # of Crag Lincs.— -,_ Plumbing/New Residential: # of Water Closets Platubing Repair— Residcntial ❑ Gommcrcial ❑ Occupancy Type; Residential ❑ Commercial ❑ Industrial n Occupancy Use (rroup(s): CQrtstructlou Type: # of stories: # of Dwet ing (!tits: Flood Zone: (FEMA form required) �iifrr.... I... 4... ..Y. ........... ...itr,........}..r.,,..r.,...tl,r........,.........,,...i,,.......... ...r .• ♦..... Property Owner: Ntt�CiLI �v_r �l7 /C A-LuVl' D (l.ar Contractor. ( �.1L0vV-)-)k C Q� o . _ Address-, 10M R1 r71L, I?, ln' __ Address: Cfx k' .-'S tCl —.._ i { (j 0 LtrY P 1L „ 155 0 t(hftl rouo(1 P IV (�>_��u Pltunc: ZZ�I .27�f ?gyp )I o E-mail:'Phones 7-.k �ZZ_ 6b _IP_1�statc License 1Vutntter; Bonding company: T—Y Mortgage Lcnder: N �I!� � I Address: Address- Architect/Engineer: Address: PiIC�CI(�.UICY„�, (�jl✓��1LL�(�- y �i� ) Fax: Phut Revlew Contact Person: Phone, � ` F',ut: Yi` 6-trf�S 11c01 )-Inait: Application is hereby made to obtain a permit ut do the work and installations as iadicatcd. I certify that no wotk or installation has comineneed prior to the i55vancc of a pernut and that all work will be performed to meet standards Qf all laws regulating coustruction in this jurisdiction. I undct5tand that a separate permit must be secured for E-LECTKICAL WORK, PLUM13IN(j, SIGNS, Wfil,LS, POOLS, FURNACES, BOH-ERS, HEATERS, TANK$, and AIR CONDITIONERS, ctc, .Q,ylj R'S APFInAVIT: I certify that all of the foregoing infi7rmativtt is accurate and that all work will W done in compliance with all applicable laws regulating constn efti and zoning. WARNING TO OWN};R: YOUR FAILURE 1.0 RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN YOUR PAYING '1'WI('F FOR IMPROVEMENTS TO POOR PROPERTY, A NOTICE OF COMMEN03MBNT MUST 13E RECORDED AND POSTED ON THE A)6 SITE IILFORL•' THF. FIRS'I" IN$PFCTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LF,NDER OR AN ATTORNEY BEFORE REC:ORDFNG YOUR NOTICE OF COMMENCEMENT. N, (YN .: In addition to the requircmenI3 of this permit, them may be additiormi restrictions applicable to this property that may be found in the public records of Chi!; county, and there may be additional pcmtits required from other goverrmrcntal entities such as water management districts, state agencies, or federal ageacies. Arco tancc of pennit is verification that I will ngtify tho owner of thepropctty of tilt, rcquiremcats of Florida Uen Law, FS 713. Signature of OVvecrlAgietl Datc Signature of Contractor/Agent Date 1 }-F= Z1 - Print *wnorlAm Sarah E. V1c,',c-" ataxy 14 IT(North Strabane ashingtoi Counbi My.0 ryrytri3tssi.. March 25, 2011 Member, Pei, : 'lotion of Notaries Ovine;/Agcn Pasonally Known to Me or ' Produced ID APPROVALS: ZONING:UfIL. Sp:ciF,l F,; .ndi'&wvi , Kcv 07.07 Print Cot m tvr/Agent's , fna of ' tarial Seal tgnaturcoi�No[ary-StaicofFaor'id� a � pate Sarah t : I ?r), Notary Publt North 5srah�j. I +Nashingtorl ci yr My Corrlrrts =: rres Marta 25, 2 = Member, Penn: + r r cciatlon of No'aresz. Ctltractor/Agent is _ Personally Known to Me or Produced ft) FD: 771 y I� 5' —4 it I 1-4 P —1 11$ SIDE ALUM PANEL __......._CUT ON ROUTER TABLE FLAT LAYOUT OF BENT ALUM PANELS c- -18' _ 9T1 51-4T, _81_ 1 51-4TT I 3'-11" T�11» t F-RIINT VIEW ❑F AWNING v 9 `Ili t'V:d RF V rl OF lf) 1 SECTI11 A -A 01.4 8T_1ATT 1'-4" FRONT FRAMING 1 F_3T1 1,_41, 1 T-411 ALUM PLATE DETAIL (A) PERMIT # DATE; 3" BUTT JOINTS WITH 3' WIDE RED ALUM ATTACHED WITH CLEAR HIGH I I O SEAM JOINT DETAIL TILT -UP CONCRETE WALL -� I .063 PREFINISHED _ WHT/WHT ALUM 1'xY8' A` -UM TUBE A❑TCH FOR PLATES TOP 1'x4'x�' ALUM TUBE-X ISOMETRIC CUT VIEW C' AWNING 1' ALUM TUBE PERIMETER FRAMING #10 PHILLIPS HEAD SELF TAPPING FASTENFira USED TO ATTATCH ALUiI PANELS TO FRAME r-.tea `�- ALUM PLATE 1'x4' ' ALUM TUB DETAIL (C2) 4,_ '1, 4�_ON _ 4. U9 1 �� ALUM PLATE DETAIL (Cl) %BACf< FRAMING; 'xW ALUM SQ. TUBE 9 ? — (TC/C 18' _ 9A" 1/4' BENT UP ALUM PLATE 3/8' ALUM PLATE ":. HOLES FOR 3/8' BOLTS :. %D 1' X 4' ALUM TUBE `I Tx7'X3/e' ALUM PLATE(SEE DETAIL) 4' X 4' X 1875 ALUM TUBE LQNG(3'--0' INTO GROUND) ;t trkd' 1 " #10 PHILLIPS HEAD SELF TAPPING FASTENER _ r r .090 1'Xl' ALUM CLIF Gm e` - Fff FOR &n4xrr> a vI FAXTENED CONS TO WALL WITH - - TAP CONS e r- 0 L r - 063 ALUM PANEL e• s RED/WHITE ■ NME DWDLE PREFINISHED NUT IN FIELD WALL PANELS DETAIL PLATE ALU- tA .125 3 REQ'D FULL LENGTH 1/4' TM ALUM PLATE (4) W EYEBOLTS FOR PICKUPS -� ALUM PLATE DETAIL CB) N Et, FRAMING TOP VIEW j STRIPS GE .063 GENERAL NOTESt BOND TAPE 1. All design, detailing, fabrication, and construction shatt conform to the following codes and specificationst a. The Florida Building Code (2004 Edition), b, American Society of..Testing and Materials (ASTM) specifications, c, Code for Welding in Building Construction of the American Welding Society. d, Specification for the Design, Fabrication and Erection of Structural Steel for Buildings by The American Institute of Steel Construction (AISC) (Current Edition). 2, Structural Steel and Plates shall be A-36, Structural tubing shall be ASTM A-500, Grade B, Fy=46 ksi, Structural piping shall be' ASTM A-53, Grade B, Type E or S, Fy=35 ksI, unless otherwise noted, 3, High strength bolts for connections shall be ASTM A--325, unless otherwise noted. 4. Welding electrodes shalt comply with AWS DLl-97, E70xx. 5. Design Wind Speed= _12Q_ MPH CF.B,CJ, ALUM PLATE Equivalent Wind Load= _41,5_ PSF R _ 16 _ DETAIL (A) Feet above the ground. (3 Second Wind Gust) 1'x2'x)6' ALUM TUBE 6, Contractor shall verify at( dimensions and conditions In the field before erection and notify the Engineer of any discrepancies, ALUM PLATE AIL S(C1,C2,C3) .063 ALUM PANELS RED- CHECKERS RED WITH WHITE OPAQUE 651 VINYL -�` ALUM PLATE 063 PREFINISHED WHT/WHT DETAIL CB> ALUM PANELS FOR AWNING TOP '_�1'x4'x%' ALUM TUBE NOTE 1' TUBE ON BOTTOM ONLY AT ENDS OF AWNING FOR MOUNTING SIDE PANELS ALUM PLATE DETAIL (A) -1' ALUM TUBE 5'-6' LENGTH PERIMETER FRAMING FIELD TRIM ALUM PLATE -.063 BENT DETAIL CB> CHECKERS RED 12 -6 ABOVE GROUND LEVEL ALUM PANEL i_L-F K4 SELF TAP----- FASTENER PLATE - B TV. 425 ALUM 3 REQ'D Bf1TTNU /TS NOTE Wo HUT IN FIELD r{_ Ir-. — dam' ALUM TUBE 1/4' HQE FOR K4 TAP -CON _ FASTFJER �— D°-W �1 .14 SELF TAP o • • FASTENER AMONG FRAME 230 ALUM PLATE 230 ALUM PLATE WELD P30 AWN PLATE BENT ALLIN PI ATF-[. PLATES TO PLATE 2 REQ9 f-W ALL DIMS TYP. ....-_...,_._�..___._.�__.-_.�__�_..�..__.-_�.._.�u�-.��_�.. wx'>M.�.`nia.yFlli:ZtiiK'1w'LSiiraY�:.s'SMi'H%ilfaL'.'+s..�aov."�u/ x'Y x+Obi:a'.ai.+vr[':�.'�sauz.'s+v�lvx'A:xf'i.i+�i.. K(R'sisiuWs.:tvsa'i'.zR1im'rs.'GY3a':..�eidQ.siM.MTilN.•.�� ••. —ms I.D. Associates Inc. 1771 Industrial Road _ Dothan, AL 36303 84 Lumber Company Awning Sanf ord, FL " 0 N FDRAWN BY: CET Ga �"��/ E: 3 ENG EMG 0 /23/07 GROUP, L LC SCALE: 3/8'=1'-0' FLORIDA TT ((}}I' T'j1 P.E.� }��''?? `2 P.O.(..j�F�BOX (��r�,7 7 PROJ.# 018107 .f L:iRID �. P!f� 36539 .0 1.ri.,�.il.. NSS r1'lY r�*i rf`f � "�j pf �L'r� mmzes.x v..+ux+c�vu+...rnacrr wrrr�.a URI, E. T1-1JUPSON, JE., II.E. (42'30745--0644 DWG.# EC-3922 CITY OF SANFORD PERMIT APPLICATION Application # : Submittal Date: PF(IFIVI= Job Address: 0.�t/%'i�1 'C✓ l�.0 1, L�''- Value or Work: a zu07 Parcel Ill: Zoning: historic District: _ Description of Work: Fri j2.,C 9r6 5v_, LION _14 400 9,�^ Square Footage: ...................:................................................................................................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ fool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole Cl Mechanical, Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: // of FihtureS — # of Water & Sewer Lines It orGas Lines Plumbing/New Residential: 11 of Water Closets __ Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial M___ lnduStrial ❑ Occupancy Use Group(s): Construction Type: ______ # of Stories: --_ It of Dwelling Units: Flood Zone: (FEMA forth required ) ................................................................................J..../1.................................. Property Owner: .5r-,t.a�l2oe 4 le•'r/"tV-r"r t't' 1\�+ Contractor: -00 F� � f � / Y,�� Address: c'i (• ��✓lR leiGL f _ 1 Address: Phone: Phone: %L(-LlC)�- to License Number: _ Bonding Company: Address: Architect/Engineer: Address:-? 6o) 0 G+ i Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: 6 �'-1-' Faz: %/-Jf— (A�34--2227 E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfornred to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for ELECTRICAL, WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATF..RS, "TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of tire foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENI:S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE: JOB SITE BEFORE. THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be round in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the pro o the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date s re of Contractor/Agent Date Print Owner/Agent's Name Prin1Cc t aytor/ tt's N me h� Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date ii�Sl.ViJ[;:�L�.11'VV MY Corrlmusst�ry r : ,r.,rj1-• t xPlttES: February 25, 20l 1 -.,�,.FI. Not�Y Discount Atsx. Co. Owner/Agent is Personally Known to Me or Con cto /Agent is Personally Known to Me or Produced ID ,ro aced ID APPROVALS: ZONING: uric FD: Special Conditions: Rev 07.07 ENG: BLDG l I' FDOT DITCH BOTTOM INLET, -TYPE H---r-' OPENING IN SIDE WALL- 54" FDOT STANDARD SUMP-, #4 STONE WRAPPED WITH Fit - TER a FABRIC (2'XZX2') FRONT VIEW EL. 56.50 0 N EL. 54.50 v �1�3.17 \-BOTTOM OF POND EL 53.00 EL. 50.00 0:2 'r u> EL. 56.50 0� N � SIDE VIEW NING IN WALL OTToM IF POND L 53.00 NOTES A. STORM STRUCTURE CONSTRUCTION SHALL COMPLY WITH FDOT STANDARD DRAWING 232 (DITCH BOTTOM INLET, TYPE H). THIS INCLUDES ALL REINFORCING, MATERIALS, WALL THICKNESS, PENETRATIONS, GRATE AND ACCESS DETAILS. B. SUMP BOTTOM TO BE PROVIDED PER FDOT STANDARD DRAWING 201. POND BOTTOM BUBBLE UP C4M 1"0 SCALE: 3/16"=1'-0" "TAKED AND ENTRENCHED rRAW BALE EDIMENT LADEN RUNOFF DMPACTED SOIL TO 3EVENT PIPING A---\ fin- / FILL ALL GAPS WITH PACKED STRAW NOTES POINT "A" MUST BE HIGHER THAN POINT"B" A. ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED. STRAW BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES (TO PREVENT DETERIORATION OF THE BINDINGS) B. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE BARRIER TO A MINIMUM DEPTH OF 4". AFTER THE BALES ARE STAKED AND CHINKED (FILLED BY WEDGING) WITH STRAW, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND BUILT UP TO 4" ON THE UPHILL SIDE. C. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES OR REBAR DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES D. GAPS BETWEEN BALES SHALL BE CHINKED WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. LOOSE STRAW SHALL THEN BE SCATTERED OVER THE AREA IMMEDIATELY UPSTREAM FROM A STRAW BALE BARRIER TO INCREASE BARRIER EFFICIENCY, E. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED, STRAW DALE FILTER C4.1 .045 SCALF: NONE -,.....,..n,.:...n....n............n.:..n...::::.:n.......v..v......v n.: ;.:: ::.:::n::...:..:: :..::. v ..:: -....: -............................. .. ............ ...... .. .. ... ........ ........... ................ ........ ................... ........ .n...... .. 50'-0"MINIMUM NOTES 3Y"DIAMETER COARSE ROCK ~ A. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT W 4'-0" LENTIRE ER CLOTH ENCASING STABILIZED ROCK cv B. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET RANCE SIDES AND BOTTOM 5' 7 Mqx ADJACENT ��Opp C. DEPTH - NOT LESS THAN SIX (6) INCHES d. °.d d. °.d d.7-1 \/\//\x\/�f�f\o\f�f\�\f�\f�f\/\f�f\` D. WIDTH -TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS //\/�\f�\\z/f�\�� MOUNTABLE WHERE INGRESS OR EGRESS OCCURS /i. /i. SECTION BERM E. FILTER CLOTH - PLACE OVER THE ENTIRE AREA PRIOR -TO PLACING OF STONE f 4 ! �,l��f y,%r ✓ F. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, r MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED // .% /♦ /!`f/ire%l/e 1/?j/ J'r.0 Z y,, j // ,/;' a. e J:'^:,J%°.1 i' //i.//°./ f., .:f/. ,! ..:�ti5/ F.. ;:r i1.ok ./! i P a o p• QD G. MAINTENANCE -THE ENTRANCE �' SHALL BE MAINTAINED IN A CONDITION WHICH WILL °. V.° ,�°°° ° ° �4 p �� o p,Q 9 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND d. ° .b d. ° .a d. ° .8 d. ° .a d. ° Vapd. ° 7a�d. ° 7dad. ° .6 ° d. ° .a d. W d. v ad. ° ad. ° .a .v AND REPAIR AND/OR CLEAN �' p•a, q p•a, p•a, q p•a, p•a, q q Q q p q•a, a m. / AN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL 4° b° 45° po 4° °d b ° b° ° h° -° 0 4° �° W: 4 °°n 4° °;p 4° ° o f :°°°° b �_ 8 ° a ° ` , 8 ° a ° a ° ¢ SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST d. ° .a d. .d C. ° .a d. ° .1 v. ° .1 d. ° .a d. , .a d. ° .a d. ° .a d. ° .a d. to d. .a d. ° .a J. .a 1- BE REMOVED IMMEDIATELY. \. a p• a, q• a, 0 4• a, 0 9' A. p' a, 0 9• a, v 4' .J. 4' a. P" ° ., Q' w. ° ¢'. D• ". o' a. q 4. / ro °� J 8 a d T g9 8 F• �? d W /' d. °ad J. °�b d. °Y,b d. °ad J. °od d. °.d d. °aa J. °ea d• aad(V ° J• °oa J• °mod. •d d. °ad d. °%a ¢ H. WHEELS SHALL BE a, q �.A, �.a, o U.a, 9 a, v.a, o o.a• q o.a. q o. r q o.A_ q o Q•a, q 4. , q a..,-� CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC hi � 4> a° � , o ° °a °y 8 ° ° ¢ RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA ., , `' ,`;',.�:.:,a `'•:� ° �> 4 y °.°° ;;"a ,, , STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING �✓,,;%;;/ /%% fag f 'j ,> F / /j/,c, Z, a %,,/�/ s / �°8 ° DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE. I. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN /��'• LAN "`! fz°�, > /; �/%' ,� fi t/ ;r EVENT f STABILIZED CONSTRUCTON ENTRANCE C14i. 1 m0w- 1 SCALE: NONE BEAVER CAM FOR vELCRo CLOSURE"MiN r FLAP FOLDS OVER TO aI 0 2'-0" MIN HEIGHT OF FABRIC ABOVE O g_ M,qX CURL INLETS c=)000 GRADE FASTENED TO POST AND ENCLOSE GRATE - - WIRE TYPICAL OF EACH METHOD CURB AND _ - GUTTER INLET LIFTING STRAPS - -_ ALLOW EASY --- = - =- 8" MIN DEPTH OF FABRIC BELOW GRADE MOVEMENT OF UNIT WHEN SLICING METHOD IS USED. . • _ x STANDARD FABRIC ORANGE WOVEN 48" MIN. FENCE POSTS, DRIVEN MINIMUM 24" p`C OVERFLOW GAP MONOFILAMENT 4 ° 4 ' INTO GROUND. INSTALL POST BEFORE F� "LOW PROFILE WITH GUTTER DANDY BAG A \` COMPACTING BACKFILL IF TRENCHING METHOD SLICING FOR SAFETY AND CURB APPEAL /r \� IS USED. POST INSTALLED AFTER COMPACTION METHOD GRATE WHEN SLICING METHOD IS USED. / "DESIGN CONFORMS TO CATCH BASIN % > a CANDY CAO ° `t ALL SHAPES OF CONCRETE CURBS TRENCHING METHOD: FABRIC MATERIAL TO BE �� m w PLACED IN 6"x6" TRENCH WITH "L" SHAPED DOGLEG F_ _ "- ¢ 0 NOTES FOR CATCH BASINS BEFORE BACKFILLING AND COMPACTING THE SOIL A. INSTALLATION: THE DANDY PRODUCT SHOULD BE PLACED OVER THE GRATE AS THE GRATE � STANDS ON END. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW ON POUCH, SPECIFICATIONS m ON -THE BOTTOM (BELOW -GRADE SIDE) OF THE UNIT. ATTACH ABSORBENT PILLOW TO TETHER POSTS: STEEL EITHER "T" OR "U" TYPE OR 4" HARDWOOD a c LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE FENCE: WOVEN WIRE, 14 1/2 GA. 6" MAX. MESH OPENING �� O LIFTING DEVICES (DO NOT RELY ON LIFTING; DEVICES TO SUPPORT THE ENTIRE WEIGHT OF THE FILTER CLOTH: FILTER X, MIRAFI 10UX, OR APPROVED EQUAL PREFAB UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL TRENCHING GRATE), PLACE THE GRATE INTO ITS FRAME. FOLLOW ALL MANUFACTURES RECOMMENDATIONS. B. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND NOTES METHOD VICINITY OF UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED A. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED. IF USING OPTIONAL OIL B. FABRIC FASTENED SECURELY TO FENCE W/ TIES SPACED AT 24" AT TOP AND MID SECTION. ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. C. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY (6) INCHES. C. ONLY APPROVED EQUALS WILL BE ACCEPTED. D. LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. MANUFACTURER: DANDY PRODUCTS, INC.2011 R HARRISBURG PIKE, GROVE CITY, OHIO 43123 E. MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED, SEDIMENT TO (614) 875-2284 BE REMOVED WHEN "BULGES" DEVELOP. INLET PROTECTION Ml& N SILT FENCE 4.1 1°'0 2 SCALE: NONE (;4w 1 =03 SCALE: 3/8"=1'-0" Capacity 300 Gallons nwade Mt?tat Products, 1nG. p y --•-----------T-•--•------ Heads Prlpiary _ 1o_Gaug�__..._ Pafn-t Ext. Whi-Ee_Llre_ihane_ __ State Route 365 PO lox 10 Deslgn __AG_Doublew0-___ Shetl Prlr`lary ___-12TGau�e�� Paint Xnt. ford, ❑hlo •44424 UL 142 F"lameshleld+r -� T ___.-.___._._..,�....-.____- tto0--ers--5e4J Fax. 1'- QO-»z-3:10 Code -_-_-- ---....__-__-____ Heads Secondary _10 Gauge nitstor a,cart __ Weight Empty -850 llama° Te5t Pres. ------- ------ Shell Secondary _12 _Gauge _ Rev,# Dutet �l1■iq rank For stationary use only TWA AVWA . yt = �AA lVJ Primary 3' E V �• �, Opening ,,a 3 E3' �- 9.5' Secondary Customer:__ 84^Lumber -------- Drg, Date: _,__ 9-26-0G_-__ Quoted ILeaoi Tires Begin Upon Receipt of signed ApproveN Drawino,t, Which Must be Returned Before Er-12dUL-110- C� an I DIESEL STORAGEA' C4w , • SCALE: NONE 2' Monitor (Male NPT> 1/4' x 4' F`lat Bar Drawing Approved By. SOIL EROSION CONTROL NOTES ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL, STATE, C. PHASE 3: STORM DRAINAGE AND UTILITY INSTALLATION PLAN -'THIS PHASE WILL BE AND FEDERAL STANDARDS. AN EPA EQUIVALENT NOTICE OF INTENT LETTER SHALL f3E POSTED IN COMPLETED AFTER OR CONCURRENT WITH THE GRADING PHASE, PHASE 2. STORM THE JOB TRAILER AT ALL TIMES. THIS SITE SHALL BE PROTECTED BY MEANS DESCRIBED IN THE SEWERS SHALL BE INSTALLED AND PUT INTO SERVICE AS EARLY IN THE GHADING PROCESS ACCOMPANYING PLANS. IF THERE ARE ANY QUESTIONS REGARDING EROSION CONTROL AS POSSIBLE. THE FOLLOWING WILL APPLY TO THIS PHASE OF CONSTRUCTION: MEASURES, THE CIVIL ENGINEER OF RECORD MUST BE CONTACTED. 1, ALL ASPECTS OF THE PREVIOUS PHASES SHALL BE MAINTAINED AS APPLICABLE. A COPY OF THIS SHEET AND THE EROSION CONTROL PLAN MUST BE KEPT ON -SITE THROUGH -THE 2. STORM SEWERS THAT ARE INSTALLED SHALL BE PUT INTO SERVICE IMMEDIATELY. DURATION OF CONSTRUCTION ACTIVITY. ANY CHANGES MADE TO THIS PLAN MUST BE NOTED, THE INLETS OF ALL STORM SEWERS SHALL BE PROTECTED WITH SILT TRAPS THAT DATED, AND INITIALED BY THE GENERAL CONTRACTOR. PREVENT SEDIMENT FROM ENTERING PIPE. THIS PROTECTION CAN BE SILT FENCE OR RIP -RAP FILTER BERMS AS APPLICABLE AND SHOWN ON THE PLANS. I. GENERAL 3. RIP -RAP AS SHOWN ON THE PLANS AND AS REQUIRED ON THE SITE WILL BE INSTALLED AT EMERGENCY SPILLWAYS TO PREVENT EROSION DUE TO OUTFLOW THE INTENT OF THIS PLAN IS TO CONTROL EROSION AND RESULTING SILT TRANSPORTATION OFF WATER VELOCITY. RIP -RAP SHALL BE EXTENDED DOWNSTREAM AS NEEDED TO SITE. THE ITEMS INDICATED ARE THE ENGINEER'S BEST ESTIMATE OF REQUIREMENTS; MORE PREVENT EROSION. CONTROL MAY BE NEEDED DEPENDING ON SITE CONDITIONS, SEASON, ETC. CONTRACTOR 4. ADDITIONAL SILT FENCING SHALL BE INSTALLED AS NECESSARY TO PREVENT SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH THIS INTENT. ALL EROSION AND SILTATION RESULTING FROM STOCKPILED EXCAVATION MATERIAL CHANGES TO THE SWPPP MUST BE NOTED. FROM UTILITY INSTALLATION OPERATIONS. A. BEST MANAGEMENT PRACTICES PLAN, WITH ALL SEDIMENT AND EROSION CONTROL PLANS, D. PHASE 4: FINISH GRADING, CURB AND PAVEMENT INSTALLATION, LANDSCAPING -,THIS IS SHALL BE KEPT ON -SITE WITH COPIES OF ALL INSPECTION REPORTS. THE WRAP-UP STAGE WHEN ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WILL BE PHASED OUT. THE FOLLOWING WILL APPLY'TO THIS PHASE: B. EXISTING TOPOGRAPHY AND PROPOSED TOPOGRAPHY ARE SHOWN ON THE GRADING 1. ALL FACILITIES FROM PHASE 1 THROUGH PHASE 4 WILL BE MAINTAINED, MODIFIED, PLAN. OR REMOVED WHEN APPROPRIATE. C. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY 2. SILT TRAPS AROUND DRAINAGE INLETS WILL BE MAINTAINED, MODIFIED AS LAND DISTURBING ACTIVITY TAKING PLACE. NECESSARY, AND REMOVED WHEN APPROPRIATE. 3. ALL AREAS NOT RECEIVING PAVEMENT OR BUILDINGS SHALL HAVE FOUR INCHES (4") D. OTHER FEDERAL, LOCAL, OR STATE STATUTES OR REQUIREMENTS THAT MAY AFFECT THE OF TOPSOIL SPREAD OVER THE AREA AND GRASSED, OR HAVE LANDSCAPING, PERMIT REQUIREMENTS FOR THIS SITE: MULCHING AND/OR SOD INSTALLED PER THE PLANS. 4. CONTRACTOR MAY TEMPORARILY COVER SOME AREAS WITH 2/2 " THICK GRADED 1. NPDES CONSTRUCTION STORM WATER MANAGEMENT DISCHARGE CRITERION AGGREGATE IN LIEU OF GRASSING FOR TEMPORARY EROSION CONTROL. 2. UNITED STATES ARMY CORPS OF ENGINEERS 3. LOCAL SEDIMENT CONTROL ORDINANCES E. LANDSCAPING / SEEDING 4.; HAZARDOUS WASTE CONCERNS 5. PROTECTED SPECIES, HISTORICAL PRESERVATION, ETC REFER TO LANDSCAPING PLAN FOR ACTUAL REQUIREMENTS FOR THE INSTALLATION OF LIME, FERTILIZER, SEED, AND MULCH. GRASSING OPERATIONS SHALL BE COMPLETED E. MATERIAL NEEDS AFFECTING ENVIRONMENTAL ASPECTS OF THE SITE: THROUGHOUT CONSTRUCTION PROCESS AT THOSE TIMES WHEN PORTIONS OF THE SITE ARE FINISHED AND READY FOR PERMANENT GROUND COVER. THIS WILL REQUIRE 1. HAUL -IN / HAUL -OFF MULTIPLE EFFORTS BY THE GRASSING SUBCONTRACTOR TO STABILIZE ALL IMPACTED 2. TOPSOIL SPOIL OR HAUL -IN AREAS' OF THE SITE IN AN ORDERLY FASHION. NO AREA OF THE SITE THAT RECEIVES FINAL GRADE SHALL BE LEFT FOR MORE THAN SEVEN (7) DAYS WITHOUT THE APPLICATION OF F. PLANNED PHASES OF CONSTRUCTION. SEED AND MULCH. 1. FLAG ALL WORK LIMITS, F. INSPECTION AND MAINTENANCE INSTRUCTIONS: 2. CALL THE FLORIDA UTILITY PROTECTION SERVICE TO VERIFY LOCATION OF ANY THE FOLLOWING WILL APPLY "TO MAINTAINING EROSION AND SEDIMENT CONTROL EXISTING UTILITIES TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. FACILITIES 3. NOTIFY SEDIMENT CONTROL INSPECTOR "M/ENTY-FOUR (24) HOURS PRIOR TO START OF CONSTRUCTION. 1. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSPECTED REGULARLY 4. IDENTIFY AND PROTECT ALL EXISTING VEGETATION TO REMAIN. TO ENSURE THEY ARE EFFECTIVE IN THE EVENT OF RAINFALL. MEASURES SHALL BE 5. PERFORM CLEARING AND GRADING REQUIRED FOR INSTALLATION OF PERIMETER INSPECTED ONCE A WEEK (MINIMUM) AND WITHIN TWENTY-FOUR (24) HOURS AFTER CONTROLS. EACH RAINFALL EVENT. ANY DAMAGED OR NONFUNCTIONAL FACILITY SHALL BE 6. INSTALL PERIMETER RUNOFF CONTROLS; NOTIFY SEDIMENT CONTROL INSPECTOR REPAIRED OR REPLACED IMMEDIATELY. WEEKLY INSPECTION REPORTS SHALL BE AND OBTAIN APPROVAL BEFORE PROCEEDING FURTHER. KEPT ON FILE IN THE CONSTRUCTION TRAILER. 7. INSTALL STORM DRAINAGE PROTECTION. 2. SEDIMENT TRAPS SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT, 8. CLEAR AND STABILIZE CONSTRUCTION ACCESS. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL 9. COMPLETE ALL REQUIRED STOCKPILING, SITE CLEARING, AND GRADING. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF (Y2) THE DESIGN 10. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL VOLUME OF THE WET STORAGE. SEDIMENT REMOVED FROM THE -TRAP SHALL BE DISTURBED AREAS WHERE WORK MAY BE DELAYED OR IS COMPLETE. DO NOT LEAVE DEPOSITED IN SUITABLE AREAS AND IN SUCH A MANNER THAT IT WILL NOT ERODE LARGE AREAS UNPROTECTED FOR MORE THAN SEVEN (7) DAYS. AND CAUSE CONTINUED SEDIMENTATION PROBLEMS. 11. CONSTRUCT PARKING LOT BASE, BUILDING FOUNDATION, AND INSTALL SITE 3• GRAVEL OUTLETS AND CHECK DAMS SHALL BE INSPECTED REGULARLY FOR UTILITIES. SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS 12. WEATHER -IN BUILDING. OBSTRUCTED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED, 13. COMPLETE PARKING LOT CONSTRUCTION. 4. SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR 14. COMPLETE FINAL GRADING, STABILIZATION, AND LANDSCAPING. DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL 15. NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE OF DEPOSITION REACHES ONE-THIRD THE HEIGHT OF THE BARRIER. SEDIMENT AND EROSION CONTROL MEASURES. 5, SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NECESSARY. II. IMPLEMENTATION 6. IF ANY FACILITY IS DAMAGED DURING MAINTENANCE, OR OTHERWISE, THE DAMAGED PORTION SHALL BE REMOVED AND REPLACED ACCORDING TO THE ASSOCIATED DETAIL. PLANNED CONSTRUCTION PHASING AND SPECIFIC REQUIRED SEDIMENT AND EROSION CONTROL 7. IF SILT HAS OBSTRUCTED -THE SEDIMENT CONTROL FACILITY TO THE POINT OF MEASURES. ELIMINATING ALL FILTERING EFFECTIVENESS, THE STRUCTURE SHALL BE REMOVED AND REPLACED WITH A NEW STRUCTURE IN ACCORDANCE WITH THE ASSOCIATED A. PHASE 1: TOPSOIL STRIPPING AND STOCKPILING -'THIS IS THE PHASE AFTER ALL DEBRIS DETAIL. REMOVAL. TOPSOIL WILL BE STRIPPED AND STOCKPILED ON THE SITE AS SHOWN ON THE 8. CONSTRUCTION STAGING AREA SHALL HAVE ADDITIONAL STONE ADDED AS MUD PLANS. THE FOLLOWING REQUIREMENTS WILL APPLY DURING THIS PHASE OF COVERS STONE. UNDER WET SOIL CONDITIONS, TIRES SHALL BE WASHED PRIOR TO CONSTRUCTION: ENTERING A PAVED ROADWAY. 1. CONSTRUCTION OF A "STONE" CONSTRUCTION ENTRANCE SHALL BE COMPLETED TO G. MAINTAINING EFFECTIVENESS: PREVENT SILT FROM BEING DEPOSITED ON ROADWAYS. 2. SILT FENCES AND/OR DIVERSIONS DIRECTING RUNOFF TO TEMPORARY SEDIMENT CONTRACTOR SHALL INSPECT OVERALL PERFORMANCE OF EROSION AND SEDIMENT BASINS SHALL BE PLACED ON THE DOWNHILL SIDE OF WHEREVER DIRT HAS BEEN CONTROL FACILITIES AND AREAS DOWNSTREAM. IF SILT IS APPARENT DOWNSTREAM DISTURBED BY GRADING TO PREVENT SILT FROM LEAVING THE SITE. SPECIFIC -TO FROM STRUCTURES, SOME FAILURE HAS OCCURRED. IF SEDIMENT IS OBSERVED ATTENTION SHOULD BE PAID CULVERTS AND CONSTRUCTION ENTRANCES. DOWNSTREAM, NOTIFY THE CIVIL ENGINEER. THE CIVIL ENGINEER WILL INSPECT -THE 3. ALL DEBRIS SHALL BE KEPT AWAY FROM DITCHES AND STREAMS TO PREVENT CONDITION AND AFTER INSPECTION, DIRECT THE REMOVAL OF ACCUMULATED SEDIMENT RUN-OFF ACCUMULATION WILL NOT CARRY DEBRIS DOWNSTREAM. DOWNSTREAM AND ADD ADDITIONAL STRUCTURAL MEASURES AS NECESSARY. 4. SILT FENCES OR DOUBLE SILT FENCES SHALL BE INSTALLED ALONG THE LOW SIDE CONTRACTOR SHALL IMPLEMENT RECOMMENDED SOLUTIONS TO PROBLEM AREAS AS OF THE SITE WHERE RUN-OFF FROM THE WORK AREA WILL LEAVE THE SITE OR ENTER , RECOMMENDED. A DITCH. 5. SILT "TRAPS AND SEDIMENT BASINS SHALL BE INSTALLED WHERE SHOWN ON THE III. COMPLETION PLANS IN ACCORDANCE WITH DETAILS SHOWN TO CATCH AND FILTER RUN-OFF PRIOR TO DISCHARGE FROM THE SITE. 6. ADDITIONAL SILT FENCING AROUND THE STOCKPILE AREA SHOULD BE INSTALLED TO A. PROJECT CLOSE OUT: PREVENT SILT WASH OFF FROM THE SITE. THE FOLLOWING SHALL BE DONE AT THE END OF THE PROJECT B. PHASE 2: GRADING OPERATIONS - THIS PHASE IS THAT TIME WHEN EARTH IS BEING MOVED 1. INSPECT SITE TO ENSURE THAT GROUND COVER IS COMPLETE AND ADEQUATE, ALL FROM ONE PORTION OF THE SITE TO ANOTHER OR IS BEING HAULED INTO OR HAULED OFF AREAS SHOULD BE EITHER PAVED OR HAVE SUFFICIENT GROUND COVER (MINIMUM FROM THE SITE. THIS IS A CRITICAL TIME WHEN SEDIMENT AND EROSION CONTROL 80% VEGETATIVE COVER) WITH NO APPARENT EROSION. FACILITIES MUST BE CONTINUALLY CHECKED TO ENSURE EFFECTIVENESS, MEASURES 2. WHEN GROUND COVER INSPECTION IS MADE AND APPROVED, ALL STRUCTURAL SHOULD BE CHANGED OUT AS OFTEN AS REQUIRED TO MEET DEMANDS OF CURRENT SITE EROSION CONTROL FACILITIES MAY BE REMOVED ALONG WITH ANY ACCUMULATED CONDITIONS. THE FOLLOWING WILL APPLY TO THIS STAGE OF CONSTRUCTION: SILT AND DEBRIS, AREAS DISTURBED BY STRUCTURE REMOVAL SHALL BE FINE GRADED, GRASSED, AND MULCHED AS REQUIRED. 1. ALL SEDIMENT CONTROL FACILITIES REQUIRED AND INSTALLED DURING PHASE 1 3. IF GROUND COVER INSPECTION IS MADE AND PROBLEMS DISCOVERED, PERFORM SHALL BE LEFT IN PLACE AND MAINTAINED AS APPROPRIATE. APPROPRIATE REPAIR MEASURES AND RE -INSPECT PRIOR TO STRUCTURE REMOVAL. 2. WHENEVER A SILT CONTROL FACILITY IS REMOVED BECAUSE OF CHANGING SITE 4. ALL CONSTRUCTED AND EXISTING STORM SEWERS SHALL BE INSPECTED UPON CONDITIONS IT SHALL BE IMMEDIATELY REPLACED WITH ANOTHER MEASURE OF REMOVAL OF INLET PROTECTION. STRUCTURES CONTAINING SEDIMENT AND / OR EQUAL OR GREATER EFFECTIVENESS THAT WILL CONTRIBUTE TO THE PROGRAM OF CONSTRUCTION DEBRIS SHALL BE VACUUM CLEANED PRIOR TO FILING NOTICE OF SILT AND EROSION CONTROL. TERMINATION WITH ENVIRONMENTAL PROTECTION AGENCY. 3. CUT SLOPES SHALL BE PROTECTED BY CONSTRUCTING SWALES AT THE TOP OF CUT SLOPES TO INTERCEPT RUN-OFF. SWALES WILL BE CONSTRUCTED WITH RIP -RAP B. MISCELLANEOUS ISSUES CHECK DAMS OR SILT FENCES AS NECESSARY TO PREVENT EROSION AND SILTATION. 4. FILL SLOPES SHALL BE PROTECTED BY THE CONSTRUCTION OF BERMS AT THE TOP 1. NO FUEL OR OIL SHALL BE STORED ON SITE WITHOUT PROPER CONTAINMENT. OF ALL FILL SLOPES TO PREVENT UNCONTROLLED RUN-OFF DRAINING DOWN FACE 2• NO OILS OR GAS SHALL BE DUMPED ON SITE. OF SLOPES. 3. LOCATION OF TRAILER AND PORTABLE RESTROOM FACILITY SHALL BE 5. WHEN SHOWN ON PLAN, RUN-OFF DIRECTING BERMS FOR UPGRADE RUN-OFF SHALL FIELD -DETERMINED TO AVOID CONSTRUCTION ACTIVITIES. LOCATION SHALL CHANGE BE CONSTRUCTED ALONG SLOPE TO DRAINS THAT WILL CARRY RUN-OFF DOWN THE DURING CONSTRUCTION AS NECESSARY. SLOPE. SLOPE DRAINS SHALL HAVE INLET SILT PROTECTION TYPICAL OF OTHER SITE 4. DE -WATERING OPERATIONS ARE REQUIRED ON THIS PROJECT". IF REQUIRED, STORM INLET PROTECTION. PUMPED GROUND WATER SHALL BE ROUTED THROUGH SILT CONTROL FACILITY TO 6. SILT FENCES SHALL BE IN PLACE AT THE TOE OF ALL FILL SLOPES. FILTER WATER PRIOR TO DISCHARGE. 7. TERRACES, BERMS, AND SWALES SHALL BE CONSTRUCTED AT INTERMEDIATE 5. PROJECT SITE SHALL BE KEPT CLEAR OF ALL TRASH AND CONSTRUCTION DEBRIS. LOCATIONS THROUGHOUT THE SITE AS NECESSARY TO CONTROL EROSION AND CONTRACTOR SHALL HAVE "TRASH COLLECTED WEEKLY AND PLACED IN DUMPSTER SEDIMENT TRANSPORT. THESE DIVERSION FACILITIES SHALL BE SUPPLEMENTED AS TO BE HAULED OFF -SITE. APPROPRIATE WITH SILT FENCES AND RIP -RAP FILTER BERMS TO FILTER 6. ALL WATER SUPPLY WILL BE PROVIDED FROM PUBLIC WATER SUPPLY. ACCUMULATED SEDIMENT FROM RUN-OFF PRIOR TO DISCHARGE FROM THE SITE. 7. ALL HUMAN WASTE SHALL BE IN PORTABLE RESTROOM FACILITY OR IN TOILET 8. SLOPES (CUT AND FILL) THAT ARE CONSTRUCTED IN THE FINAL CONFIGURATION CONNECTED TO PUBLIC SEWER SYSTEM. WASTES SHALL BE DISPOSED OF BY A SHALL BE COVERED WITH FOUR INCHES (4") OF -TOPSOIL AND GRASSED AND LICENSED VENDOR OR IN A PUBLIC SANITARY SEWER SYSTEM. MULCHED AS SOON AS GRADING IS COMPLETED. THIS GROWING VEGETATION WILL 8. ANY SPILLED OIL, GAS, ETC. RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE GIVE ADDED PROTECTION TO THE SLOPE. CONTAINED AND CLEANED IMMEDIATELY. CONTAMINATED SOILS SHALL BE 9. PORTIONS OF THE SITE THAT ARE GRADED TO FINAL GRADE AND ARE NOT TO DISPOSED OF IN AN APPROVED MANNER AT A LICENSED LANDFILL. RECEIVE PAVEMENT OR BUILDINGS SHOULD HAVE FOUR INCHES (4") OF TOPSOIL 9• DUST SUPPRESSION OPERATIONS SHALL BE PERFORMED BY MEANS OF A WATER SPREAD OVER THE SURFACE AND GRASSED AS SOON AS POSSIBLE IN TRUCK DISTRIBUTING A FINE MIST OF WATER ON THE SITE SURFACE. CONSTRUCTION PROCESS. THIS PHASE OF CONSTRUCTION IS CRITICAL IN THE CONCENTRATED STREAMS OF WATER SPRAY SHOULD BE AVOIDED. EROSION AND SEDIMENT CONTROL PROCESS. 10. A DESIGNATED CONCRETE SPOILS AREA SHALL BE IDENTIFIED ON -THE SITE. ALL 10. STORM SEWERS SHOULD BE INSTALLED AS SOON AS POSSIBLE IN THE AFFECTED SOILS AND CONCRETE SPOILS IN THIS AREA SHALL BE REMOVED FROM CONSTRUCTION PROCESS AND CONCURRENT TO GRADING OPERATIONS WHENEVER THE SITE UPON COMPLETION OF CONCRETE PLACEMENT ACTIVITIES. POSSIBLE TO ENSURE A SUCCESSFUL PROGRAM. CONSTRUCTION RUN-OFF SHALL 11. ANY NON -STORM DISCHARGES SUCH AS, BUT NOT LIMITED TO, FIRE HYDRANT BE DIRECTED TO STORM SEWER SYSTEM AS SOON AS POSSIBLE. FLUSHINGS, WASH WATERS, DUST CONTROL, IRRIGATION DRAINAGE, ETC., THAT DO NOT CONTAIN HAZARDOUS MATERIALS SHALL BE PREVENTED FROM ALLOWING SEDIMENT TRANSPORT INTO STORM SEWERS. FLUSHINGS THAT CONTAIN HAZARDOUS MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWERS AND SHALL BE COLLECTED AND DISPOSED OF IN AN APPROVED MANNER.' H. File:llwdparinars.comlylobal$lcoletlldvlefldv0003-i1-;anford1dv51clvlllelldv0003e_c04-Ol.dwp Saw r F } f TM partners j>1 7007 Discovery Blvd. I Dublin, OH 43017 N 614.634.7000 T ~1 S 614.634.7777 F wdpartners.comi ,:. . S, y, I Atlantan'} r r3 Boston ' L-" qa L`x) s Chicago e= r(' Columbus .�� 1 Dallas ccacs:pWti."ni "o, T �n Los Angeles tg Sacramento Y + 3Y yL SS k Y�F €y tr fS6 k}:f 3050 MELLONVILLE AVE. SANFORD, FL 32771 err. 'r 1ie W Anhk Li I ' PROTOTYPE STORE NUMBER WD PROJECT NUMBER ; EFLDV0003 ? �' i C4n 1 11" r\.• d � id: 3/12/2007 4:15 PM (wda492) Plotted: 3/20/2007 11:35AM (aplot) CITY OF SANFORD PERM •T APPLICATION Application # :__ / /� 30771 .Job Address: C)50 � yi ui ll d Ala Sr fl G,-4 /2 Parcel ID: OG - 220 -- 3 1 300 -^ 0G /0 —000 > Zoning: — _ Description of Work:_- G(81�1)r�__ Aft? (IVLC1I'i Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm Pool ❑ Sign ❑ Electrical: New 'Service - # of AMPS Addition/Alteration ❑ C:hangc of Scrvicc ❑ Temporary Pole ❑ Submittal Date: Value ol'Work: llistoric District: Mechanical Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & I',nergy Cale. Re(uired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ _ # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Conunercial ❑ hiclustrial ❑ Occupancy Use (:roup(s): Construction Type: _, # of Stories: / # of Dwelling Units: Flood Zone: _- __- (FEttiIA form regnircd ) ............ ................... ........................ .................... .......................... I ................ .. Property Owner: _ _ _ Contractor: _ Er-oy) 1YU! - 6t"- Address: Address: _&J-Q .TI)of'Cj, A Phone: k -mail: Phone: State License Nutnber!�,,Z QCOt31 LCO. Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer:C I 0I % " t0 ) P2r-ber5 __-�_-- _- Phone: 61LI 6-3LI J Q'U Address: 7GUi I� tS�c��e��( .r31U4 TLA- Fax: <PiL( _ c � 77`� I Plan Review Contact Person: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCEMENt' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE TILE FIRST INSPECTION. [F YOU INTEND TO OBTAIN FINANCING, CONSUL.;r WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required From other govcnumcntal entities such as water management districts, stale agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the propc y r 'the tequila s o' F rida Li Law, FS 713, Signature of Owner/Agent Date Signature of Contractor/Agent Date r- Print Owner/Agent's Namc - — Print Cojnt�racto�r/A�gent'ss Nay ie Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced f D __.. APPROVALS: ZONING: Special Conditions: Rev 07.07 �yMY COMbitS ION N DD6290961r" EXPIRES: February 25, 201 I 5j Contractor/Ager dsg 3-N01PBYsot air `'-'0tftt7 V Produced ID UrIL: FD: A/ ENG: 77,�10-7 BLDG: Q0 ,.... ,,,,;, ,,,,,,, r,;., ' SITE DATA KEYED NOTES ZONING: O CONCRETE SIDEWALK. SEE DE -FAIL C1.1-01 PROPERTY OWNER/LESSOR: SANFORD AIRPORT AUTHORITY ASPHALTIC PAVING, SEE DETAIL C1.1-02 PROPERTY LESSEE: 84 LUMBER C> REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE DETAIL C1.1-04 II PROPOSED USE: COMMERCIAL C) ALKYD -READY MIX PAVEMENT STRIPING PER FLORIDA DEPARTMENT OF TRANSPORTATION PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11,28 ACRES) SPECIFICATIONS, EXISTING, ZONING: RI-1 (RESTRICTED INDUSTRIAL) C> PROPOSED FREESTANDING SITE SIGN. ALL SIGNAGE SHALL COMPLY WITH LOCAL i 1 ADJACENT ZONING EAST: RI-1 (RESTRICTED INDUSTRIAL) REQUIREMENTS. GENERAL CONTRACTOR TO INSTALL SIGN BASE. VERIFY SIZE, STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE. II ADJACENT ZONING WEST: RI-1 (RESTRICTED INDUSTRIAL) 17 I I ADJACENT ZONING NORTH: RI-1 (RESTRICTED INDUSTRIAL) � "TRASH ENCLOSURE PER CITY OF SANFORD SPECIFICATIONS. € i ADJACENT ZONING SOUTH: RI-1 (RESTRICTED INDUSTRIAL) LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. _ SI rE LAYOUT DATA: AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE MINIMUM DRIVE AISLE WIDTH: 24' GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS. PROVIDE U LONG YELLOW 6' I HDPE SOLID PLASTIC BUMPER BLOCKS AT HANDICAP PARING SPACES AND OTHER STANDARD PARKING STALL: 10' x 20' NOTED PARKING SPACES. SECURE WITH 2 #4 RODS, 4' LONG. IF PRECAST CONCRETE e I PARKING SETBACK BUFFER: : 25' FRONT LEASE LINE)BLOCK (FROM IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW. 112 2' 20' SIDE (FROM LEASE LINE) SEE DETAIL C1.1-07. �P s' 8 15' REAR (FROM LEASE LINE) GENERAL CONTRACTOR TO PROVIDE AND INS -FALL (3) POSTS FOR HANDICAP PARKING cam I BUILDING SETBACK: 25' FRONT (FROM LEASE LINE) SIGNS. SIGNS PROVIDED BY GENERAL CONTRACTOR TO MEET ALL LOCAL REQUIREMENTS. SEE DETAIL C1.1-06 X X EX. CONC. X. CON(;, i �� DRIVE DRIVE _. �� .• EX. EDGE OF PAVEMENTAD CA T i 20' SIDE (FROM LEASE LINE) o PROPOSED SITE LIGHT. SEE SHEETS 1AND C6. EX. RAILROAD SPUR l 30' SWING GATE PER OWNER'S SPECIFICATIONS £� n; u; U w 14 7 0 ` \ � 14 \ 'L4 f TRACK SW/TC/ / u CONTROL J� \ r y 3J ' o' \ f v_ v pER R0P0 GT PAPP GS�R�tPi � (R 50 0o t�.OF �NaRM Rap, RtG ��E G . JUrIE pP�ED 20 20,00 t� o a 14 „ a 100.(,�J 30,00' U.72' j , 34 4F1 /10,000� C� FT. 2 v4tORAG� BUILDING l`OP OF, *BLAB = 57.50 14 �v. 318 RAILROAD RAILROAD CROSS GUARD POLE — 15 FIRE LINE EX. EDGE OF PAVEMENT L s 50 r n) N89049'00"E 421.19 _ O O� 12 p N �~ 20' PAR{<ING R(JILDING SET 0.'• • . 1. 7 ,° z7 I AI 11 ` 9I 200.00' 1777 2 8 20.00' 2U.OU' 30.06 20.00' QM34.00' 4 o a <, z ° 20,000 S0. FT. cn 28 3 �� 1 2 x MILLWORK BUILCING \ �� 0 y 2 �\�� ` o Ir TOP OF SLAD =58.00 _ I 20' —1 T 491,3.52 SO. FT. 11.28 ACRES- 1 z 0 r r SEME�ii REP PROPOSED EX. EDGE OF U _U EX. F 300.00' 12,000 30. FT. STORAGE SHED z �1 12,000 S0. FT. STORAGE SHED 238,468 SO. FT. 5.47 ACRES± NOT INCLUDED PORTION OF THE SE 1 /4 OF THE SW 1 M OF SECTION 6, TOWNSHIP 20 SOUTI 1, RANGE 31 EAST a 34 30' SLIDING GATJ PER OWNER'S SPECIFICATIONS CI � • m IU: T Y I 4 1 m Cr=n I r- y 7 Cn I O12 12 1 45.00' 20,00' S y .-' 3 .00' OJ c x I I ' m I 28 I , - 0J, OF 14 Q0o I I m 4 I "I x BOULEVARD 15 REAR (FROM LEASE LINE) LOADING ZONE REQUIRED: 12' X 60' REQUIRED: RETAIL = (3) THREE PARKING SPACES PER 1,000 S.F. OF GROSS FLOOR AREA INDUSTRIAL = (1) ONE PARKING SPACE PER 1,000 S.F. OF GROSS FLOOR AREA EX. 3' CONC 3,100 S.F. OF PROPOSED RETAIL AREA REQUIRES 4 PARKING SPACES SIDEWALK 35,400 S.F. OF STORAGE AREA REQUIRES 36 PARKING SPACES PROPOSED PARKING SPACES REQUIRED ON -SITE = 40 SPACES EXISTINGTOTAL BUILDING PROVIDED: 37 PARKING SPACES -I" 3 ACCESSIBLE PARKING SPACES PER ADAAG = 40 PARKING SPACES TOTAL ON -SITE LANDSCAPE DATA: EXISTING EDGE OF PAVEMENTTO PERVIOUS AREA BE REMOVED. SEE SHEET c7 . EXISTING GREEN: 461,935 SQUARE FEET PROPOSED GREEN: 185,528 SQUARE FEET IMPERVIOUS AREA EXIST"INCH: 29,417 SQUARE FEET REQUIRED: MAXIMUM 70 % (343,946 SF) PROPOSED: 305,824 SQUARE FEET (62.2%) LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN BUILDING DATA: - 12,000 S.F. MAIN BUILDING BUILDING HEIGHT: 22'-3" MAXIMUM NUMBER OF STORIES: ONE - 20,000 S.F. STORAGE BUILDING BUILDING HEIGHT: 24'-3" MAXIMUM NUMBER OF STORIES: ONE - 10,000 S.F. STORAGE BUILDING BUILDING HEIGHT: 24'-3" MAXIMUM NUMBER OF STORIES: ONE - 12,000 S.F. STORAGE SHED (2) BUILDING HEIGHT: 17-8" MAXIMUM NUMBER OF STORIES: ONE EXISTING BUILDING 11 3'-0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM THE BUILDING TO ACCESSIBLE PARKING AREAS. CROSS SLOPE IS NOT TO EXCEED 2.00%. SEE GRADING PLAN FOR SPOT GRADE ELEVATIONS. 2 PROPOSED 6' HIGH CHAIN LINK FENCE WITH BARBED WIRE. 13 PROPOSED 5' X 14' CONCRETE PAD FOR CONDENSOR UNITS. SEE ARCHITECTURAL SHEETS FOR FURTHER DETAIL. 4 EXISTING TREES TO BE REMOVED. 15 EXISTING GRAVEL ROAD TO BE REMOVED. 16 EXISTING ROADWAY SIGN TO REMAIN. DO NOT DISTURB. 17 EXISTING CHAINLINK FENCE TO REMAIN. DO NOT DISTURB. 18 CONTRACTOR SHALL CONNECT PROPOSED CHAINLINK FENCE TO THE EXISTING CHAINLINK FENCE AT THE NEAREST LOCATION POSSIBLE. 9 PROPOSED ROADWAY IMPROVEMENTS PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND REQUIREMENTS. SEE SHEET'CT zo EXISTING RAILROAD "f0 REMAIN. DO NOT DISTURB, 21 PROPOSED RAILROAD SPUR. SEE RAILROAD DRAWINGS BY OTHERS. 2z PROPOSED 300 GALLON DIESEL ABOVE GROUND STORAGE TANK WITH SPILL AND OVERFLOW PREVENTION DEVICES PER OWNERS SPECIFICATIONS. FOR TANK DESIGN SEE DETAIL C4.1-06. CONTRACTOR TO INSTALL 9095A SERIES AST OVERFILL PREVENTION VALVE AND 7 1/2 GALLON AST `_PILL CONTAINER BY STANWADE METAL PRODUCTS INC., AND CLOCK GAUGE AND CLOCK GAUGE ALARM BY MORRISON BROS. CO. FOR SPILL AND OVER FLOW PREVENTION. a_3 EXISTING ROADWAY SIGN TO BE REMOVED AND RELOCATED. 24 EXISTING FENCE TO BE REMOVED. SEE PLAN FOR DEMOLITION START. 25 PROPOSED CONCRE"I"E APPROACHPER CITY OF SANFORD SPECIFICATIONS. a_6 6' LONG YELLOW HDPE SOLID PLASTIC BUMPER BLOCKS. SECURE WITH 2 #4 RODS, 4' LONG. IF PRECAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK Is PAINTED TRAFFIC YELLOW. SEE DETAIL C1.1-03. >/ PROPOSED POWER POLE. SEE SHEET Cl. ze PROPOSED U DECORATIVE FENCE ALONG THE EAST PROPERTY LINE. SEE SHEET 11. MATCH EXISTING FENCE TYPES OF LOCAL BUSINESSES WITI TIN THE SURROUNDING AREA. COORDINATE WITH OWNERS REPRESEN"ffflVE FOR FENCE APPROVAL PRIOR TU CONSTRUCTION. 29 CONCRETE RETAINING WALL IN LOADING AREA. SEE SHEET C2 FOR TOP AND BOTTOM WALL ELEVATIONS AND BUILDING FOUNDATION FOR WALL CONSTRUCTION. 3o PROPOSED 12'x60' LOADING ZONE. 31 PROPOSED TRUNCATED DOME DETECTABLE WARNINGS, SEE DETAIL C1.1-08. 32 PROPOSED U HIGH CHAIN LINK FENCE BLACK IN COLOR WITH BLACK NETTING. FENCE TO ALSO HAVE BARBED WIRE PROTECTION. 30" HIGH INTENSITY GRADE STOP SIGN WITH A 24" WHITE THERMOPLASTIC STOP BAR PER CITY OF SANFORD SPECIFICATIONS. PROPOSED 10'x20' FIRE LANE WITH "NO PARKING FIRE LANE" SIGN PER CITY OF SANFORD 34 FIRE DEPARTMENT SPECIFICATIONS. LEGEND ADA ACCESSIBLE ROUTE: (SEE KEYED NOTE # 11) STAKING NOTES A. THE BUILDING AND PARKING ARE PARALLEL AND/OR PERPENDICULAR TO S00°1810"E B. ALL EXISTING CONDITIONS, "TOPOGRAPHY, UTILITIES, EASEMENTS &LEGAL DESCRIPTION ARE AS TAKEN FROM A SURVEY OF LAND SITUATED IN SANFORD, SEMINOLE COUNTY, FLORIDA DATED 11/13/2006. AS PREPARED BY: SCOTT'S SURVEYING SERVICES, INC. 8 S. HIGHWAY 17-92, SUITE 8-A DEBARY, FLORIDA (386) 668-7332 C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND. D. ALL RADII ARE 5.0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED. E. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED. F. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS BASED ON INFORMATION OBTAINED FROM SOILS REPORT RECEIVED 09/14/2006 AS PREPARED BY: TERRACON 503 W. CENTRAL BOULEVARD ORLANDO, FLORIDA 32801 407.843.1311 Call before you dig It's not just another catchy slogan. Its the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callsunshine,com 1-800-432-4770 0 30 60 120 Or SCALE. 1 60.00' o Z 3 rM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.corn Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento I 3 i 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS #2 09/13/2007 CL Uj U PROTOTYPE o STORE NUMBER '' 1. WD PROJECT NUMBER EFLDV0003 ' U v� ,I File: \\wdpartnera.com\global$\co\efl\dv\efldv0003_II._,sari ford\dvs\civil\efldv0003e_c01.00.dwg Saved: 9/12/2007 9:16 PM (wdal 18) Plotted: 9/13/2007 4:06 PM (aplot) PRESSURE TEST REQUIRED CONTRACTOR TO FIELD VERIFY PRESSURE ON EXISTING FORCE MAIN PRIOR TO CONSTRUCTION. EXISTING FORCE MAIN PRESSURE TO BE PROVIDED TO OWNER AND ENGINEER PRIOR TO ORDERING LIFT STATION OR ANY COMPONENTS THEREOF. CONTRACTOR TO COORDINATE WITH SANITARY AUTHORITY FOR ALL PRESSURE TEST REQUIREMENTS AND RECORD PRESSURE ON EXISTING FORCE MAIN FOR A SPAN OF 24 HOURS MINIMUM. EX MON. WE,.( TOP = 55.01 - EX MO®LL TOP - 57.66 ALL FIRE HYDRANTS AND FIRI_ DEPARTMENT CONNECTIONS ARE TO RECEIVE BOLLARD Q PROTECTION PER CITY OF SANFORD REGULATIONS. 2 X PROPOSED POWER POLE PROPOSED 48" SPLICE BOX PROPOSED 4" IRRIGATION WATER WELL. SEE LANDSCAPE PLAN WOOD UTILITY FOR FURTHER INFORMATION. POLE X Fx H Elec x ec - Ex OH Elec SANITARY NOTES GENERAL a� A. NORTHING AND EASTING COORDINATES PROVIDED ARE TO THE CENTER OF THE PROPOSED PROPOSED ELECTRIC SERVICE. CONTRACTOR TO INSTALL SERVICE PER ALL STATE AND LOCAL z --i- - STRUCTURE AND DO NOT NECESSARILY COINCIDE WITH THE LOCATION OF THE STRUCTURE RIM. CODES. POWER COMPANY. N.F.P.A., AND N.E.C. STANDARDS AND COORDINATE WITH THE POWER w `I I Lu COMPANY TO VERIFY THE TRANSFORMER LOCATION, SIZE. ORIGIN OF SERVICE, AND ALL B. ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. STANDARDS FOR WORK. SEE ARCHITECTURAL SHEETS FOR SECONDARY WIRING DESIGN. DIVISION OF WORK SHALL BE AS FOLLOWS: 12 w ro wl I I II w NOTES UTILITY COMPANY SHALL PROVIDE POLE, PRIMARY CABLE. PRIMARY AND SECONDARY FINAL CONNECTIONS, POLE MOUNTED TRANSFORMER, 48" SPLICE BOX NEAR PROPERTY LINE, METER. METER SOCKET AND CT CABINET. GENERAL CONTRACTOR SHALL PROVIDE SECONDARY CONDUIT, SECONDARY CABLE, CT -METER CONDUIT AND ALL TRENCHING AND BACKFILL REQUIRED FOR SERVICE TO THE SITE. GENERAL CONTRACTOR SHALL COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION AND ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY I EXISTING FIRE WORK. HYDRANT. I I I w I �•I WOOD UTILITY I Gofyc POLE Cold TA P 004 AU PROPOSED FIRE HYDRANT PAINT AND TEST TO CITY N89 49'00"E 421.18' OF SANFORD PROPOSED 4" DIAMETER STANDARDS SCHEDULE 40 IRRIGATION 'Z- a 1 >-[ m . � 20,000 SQ FT. QDWMBE11.11 � MILLWORK BUILDING �c 10,000 SO. FT. TOP OF SLAB =58.00 STORAGE BUILDING 10 LIN. FT. OF PROPOSE TOP OF SLAB = 57.50 4" GRAVITY SEWER. 12.000 SQ, FT MAIN BUILDING , TOP OF SLAB = 58.50 CROSSING PROPOSED 2" ELECTRIC , ' AND 1" ADT SECURITY n .1 STORM T - SAN. INV. SERVICE rF e erFc ...... _ 12'X18' SENDING PIl PROPOSED 6" FIRE 8"F £3"F F \ SERVICE (TYP.) cp co- 5000C Flo& RNg11 RIG pP E� PUt4E 30, wl 4JT14TY POLE I _-'1� W ro \I ' PROPOSED ELECTRIC { Via; SERVICE I EX. SEWER MANHOLE y TOP = 58.11 w w PROPOSED TELEPHONE I SERVICE. �a PROPOSED PLUG VALVE. c PRESSURE SWITCH, AND PUMP STATION SIGNAGE. SEE DETAIL w C5.3-02. EXISTING BUILDING PROPOSED 1-112" DOMESTIC ` 1 +' WATER SERVICE. TI 34 LIN. FT, OF PROPOSED 4" F;OLE PRESSURIZED SANITARY SEWER c7 c LATERAL. � ` JACK AND BORE 8" FIRE LINE WITH 20" CASING UNDER t MELLONVILLE AVENUE EEL SING 8'x8' RECEIVING PIT \ PROPOSED FIR v CO PROPOSED 1" ELECTRIC M., SERVICE w TI ITY SERVICE TO SIGN. F R F M ..._ .. DETECTOR CHE w I - - PROPOSED LIFT STATION. ASSEMBLY I i O PROPOSED MONUMENT SIGN. _$ PROPOSED 8" FIRE SEE DETAILG5.3-0Y. a PROPOSED PROPOSED IRRIGATION 8" 45: BEND (TYP.) 8"X8"X6" TEE (TYP.) 8"X8"X8" TEE (TYP.) SERVICE. , I SLEEVE (TYP ) PROPOSED TELEPHONE SERVICE. VERIFY EXACT ROUTING AND TERMINATION REQUIREMENTS WITH TELEPHONE COMPANY BEFORE STARTING WORK. CONTRACTOR TO COORDINATE WITH OTHER UTILITIES AND UTILIZE SHARED TRENCHING IF PERMITTED. GENERAL CONTRACTOR TO COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL PROVIDE ALL CABLE AND WIRING FOR SERVICE, GENERAL CONTRACTOR TO PROVIDE TWO (2) 4" CONDUITS WITH PULL WIRE FROM BUILDING TO THE NORTHEAST PROPERTY CORNER, 3/4"x4'x8' PLYWOOD BACKBOARD WITH #6 awg GROUND WIRE, AND ALL TRENCHING AND BACKFILL REQUIRED FOR SERVICE ON SITE. PROPOSED 1-112" DOMESTIC WATER SERVICE, CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE 1 1/2" TYPE'K' COPPER WITH SILVER SOLDER. INCLUDE IN BASE BID ALL VALVES. PIPING STRUCTURES. ETC.THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: GENERAL CONTRACTOR SHALL CONNECT TO EXISTING 3" STUB AND PROVIDE A 3"x1-1/2 REDUCER, PIPING FROM THE PROPERTY LINE TO THE BUILDING, WATER METER PIT PER CITY OF SANFORD WATER STANDARDS, AND 1-112" REDUCED PRESSURE BACKFLOW PREVENTER ABOVE GROUND. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY WORK. PROPOSED 8" FIRE SUPPRESSION SERVICE. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING IN PUBLIC RIGHT OF WAY SHALL BE ANSI/AWWA A21.51 /C151 DUCTILE IRON. ALL WATER LINE SHALL MEET THE REQUIREMENTS OF THE CITY OF SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC, THAT WILL BE REQUIRED. ALL MATERIALS AND WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SANFORD, FLORIDA UTILITIES STANDARDS AND SPECIFICATION MANUAL SECOND ADDITION, MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: GENERAL CONTRACTOR SHALL SUPPLY 8" TAP OFF OF EXISTING MAIN LOCATED ON THE EAST SIDE OF MELLONVILLE AVENUE. PIPING FROM THE PROPERTY LINE TO THE BUILDING, CURB BOX, WATER METER PIT PER CITY OF SANFORD WATER STANDARDS, AND 8" DETECTOR HYDRANT PAINT , c CHECK ASSEMBLY ABOVE GROUND PER CITY OF SANFORD, FLORIDA UTILITIES STANDARDS I LOWER/DEFLECT WATER "- 161 LIN. FT. OF AND TEST TO CITY I EX. SEWER MANHOLE 8" 90` BEND (TYR) }` AND SPECIFICATION MANUAL SECOND ADDITION. CONTRACTOR SHALL COORDINATE WITH LINE AT LOADING AREA AND PROPOSED 2')" OF SANFORD I I TOP = 57.72 AT ALL UTILITY CROSSINGS ,PRESSURIZED SANITARY STANDARDS � i I � THE UTILITY COMPANY FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY TO MEET REQUIRED COVER SEWER LATERAL . m ecN a i P c Ir \ 1 ELECTRI PROPOSED SINGLE CHECK VALVE PROPOSED 3" "^^ wt•- AND FIRE DEPARTMENT AND (2)1"ADT SECURITY w CONNECTION(TYP. ALL BUILDINGS) CONDUITS. I - PROPOSED 8" FIRE SERVICE PROPOSED UNDERGROUND STORM SYSTEM (TYP.). SEE STORMWATER g I, 00 x "' PROPOSED UNDERGROUND STORM PLAN FOR FURTHER INFORMATI N. I I w SYSTEM (TYP.). SEE STORMWATER 8"X6"X6" TEE (TYP.) FIPF x I PLAN FOR FURTHER INFORMATION. SEWER MANHOLE L1 I �'� �"'�♦ ~♦ to 6, I I TOP = 5 /.85 8" P- 1(2,000 SO. FT. STORAGE SHED Ex MaN <„ , I ` zLL INV. N. ! =53.35 INV. W. 4' IP=54.60 I I PROPOSED (2) 1" ELECTRIC AND 1NV SW 8" IP=53.32 SECURITY SERVICES F1 _F +kP CIRCUIT PER ELECTRICAL PLANS PROVIDED BY OTHERS. (TYP.) 12000 SO, FT STORAGE SHED PROPOSED 6" FIRE PROPOSED 19' F1AE LINE EASEMENT \ PROPOSED SITE LIGHT. SERVICE. F (TYP.) • - tJ� 4,� PROPOSED FIRE HYDRANT \ PAINT AND TEST TO CITY OF SANFORD STANDARDS J'y EXISTING SANITARY SEWER TO BE \ REMOVED. CUT AND CAP EXISTING F LATERAL AT PROPERTY LINE. COORDINATE WITH THE CITY OF SANFORD FOR ALL DEMOLITION REQUIREMENTS. \ 4 7 \ SEWER MANI TOLE TOP = 57.35 a \\ ELECTRIC BOX 5' x 5' TELE PAD - Ex OH Elec - - 4' x 2' TELE PAD RAILROAD CROSS GUARD POLE � FTEP EPS�MEN� POSED 60 S,tORM PPO REVIEWED Icy: S(inford Fire Prev Div. F- WOOD \ UTILITY XLE RISER CONC. UTILITY POLE d WOOD UTILITY POLE , EXISTING FIRE EXISTING FIRE HYDRANT. N89 59'57"E 457.01' CONC. UTILITY POLE POLE Ex OH Elec - Ex OH Elec ir Ex OH Elec - AIRPORT BOULEVARD �II I I s w w U I �' c 0 w I w wig I I 1�, ICONC. UTILITY POLE I` C2 j I w I; w IEX. SEWER MANHOLE TOP = 56.65 LL. �- INV. N. 8" CLAY = 53.62 I INV, E. 8" CLAY = 53.52 I I W II I I I HOSE BIB WITH R.P.Z. BACKFLOW PREVENTER PER CITY OF SANFORD SPECIFICATIONS. PROVIDE ,,, LIFT STATION NOTES 1. PROVIDE VENT THROUGH LIFT STATION ROOF OF BUILDING AS REQUIRED. 2. PROVIDE 110V RECEPTACLE PER CITY/DEP SPECIFICATIONS. MOUNT TO BUILDING. 3. GROUND FAULT INTERRUPTION PROTECTION TO BE PROVIDED FOR ALL EXTERIOR ELECTRICAL EQUIPMENT. 4. PHASE MONITOR TO BE PROVIDED AT MAIN PANEL IN THE BUILDING. 5. TVSS WILL BE LOCATED AT THE PANEL FOR LIGHTING AND TRANSIENT SURGE PROTECTION, 6. PROVIDE 110V POWER TO LIFT STATION FOR CONTROLS AND ALARMS. C5-0 X ( I FXISfING g 4x I BUILDING I f I w a� Cz � w I w I I I I I y w y n w I I I w CU LL � 1 I a� w � m � w I Ix Ex I 1 Fle[: 1 LIFT STATION LAYOUT SCALE: 1 10'-0' 0 ALL FIRE SERVICE LINES SHOWN FOR ROUTING PURPOSES ONLY. CONTRACTOR TO PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH ALL APPLICABLE CODES. CONTRACTOR IGN OF THE HYDRANT. ('�1 10 H.0.W. DEVELOPABLE AREA C5-02 SO. FT. 70�k IMPERVI 51,337 2" GAS MAIN - 54.20' 8' CEIVING PIT 1 20 E.O. P 20 40 L.0.P C.L. JACK AND BORE SECTION SCALE: VERTICAL: 1" = 5' HORIZONTAL: V 20' 10" WATER M 52.74' WORK, PROPOSED 4" IRRIGATION WATER WELL, PIPING SHALL BE 2" SCHEDULE 40 PVC, DIVISION OF WORK SHALL BE AS FOLLOWS: CONTRACTOR SHALL PROVIDE 4" IRRIGATION WATER WELL APPROXIMATELY 30-40 FEET DEEP. CONTRACTOR SHALL INSTALL PIPING DOWNSTREAM OF THE WELL AND SHALL BE 2' SCHEDULE 40 PVC 18" BELOW GRADE WITH SHUTOFF VALVE, SEE IRRIGATION PLAN FOR MORE INFORMATION, PROVIDE POWER FROM BUILDING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF SANFORD AND THE WELL CONTRACTOR FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY WORK. PROPOSED 4" DIAMETER SCHEDULE 40 IRRIGATION SLEEVE. GENERAL CONTRACTOR SHALL PROVIDE PULL WIRE AND FLAG ENDS OF SLEEVES. VERIFY SLEEVE LOCATIONS WITH IRRIGATION CONTRACTOR. EXISTING FIRE HYDRANTS TO REMAIN. THE HYDRANTS WILL NEED TO HAVE ALL CAPS PAINTED DARK GREEN PER SFD SPECIFICATIONS, PROPOSED SANITARY SEWER LATERAL, GRAVITY PIPE SHALL BE P.V.C. ASTM D-3034 SDR 35. SEF PLAN FOR LENGTH. SIZE AND SLOPE, JOINTS SHALL CONFORM TO ASTM D-3212. COORDINATE LOCATION OF SANITARY SEWER LATERAL THROUGH FOUNDATION WITH STRUCTURAL DRAWINGS. MAINTAIN A MINIMUM OF 6' HORIZONTAL AND 12" VERTICAL SEPARATION FROM WATER. CONTRACTOR SHALL PROVIDE CLEANOUT AS LEBELED "CO" AND PER DETAIL C5.1-01. PRESSURE SEWER PIPE SHALL MEET CITY OF SANFORD SPECIFICATIONS. PROPOSED MONUMENT SITE SIGN. PROVIDE 1-112" P.V.C. CONDUIT TO ELECTRIC PANEL. SEE ARCHITECTURAL SHEETS FOR CIRCUITING, PROPOSED SITE LIGHT. PROVIDE 1-112" P.V.C. CONDUITTO ELECTRIC PANEL, SEE ARCHITECTURAL SHEETS FOR CIRCUIT PANEL SCHEDULES. PROPOSED UNDERGROUND STORM SYSTEM, SEE STORM WATER MANAGEMENT PLAN. EXISTING MONITORING WELLS TO REMAIN, DO NOT DISTURB. CONTRACTOR SHALL PROTECT MONITORING WELLS DURING CONSTRUCTION AND REPLACE IF DAMAGED PER ALL LOCAL, STATF AND FEDERAL REGULATIONS. _ DUPLEX PUMP SYSTEM. ZOELLER No. 7112, 29 GPM AT 140 FEET HEAD. 7.5 HP-208V4 2.5" DISCHARGE, 3450 PRIM. SEE DETAIL C5.3-01. CONTRACTOR SHALL REFER TO SHEETS C5.1 AND C5.2 FOR ALL SITE UTILITY DETAILS. PROPOSED ADT SECURITY SERVICE, SEE OWNER'S REPRESENTITIVE AND ADT REPRESENTITIVE FOR INSTALLATION. SHARE TRENCH WITH ELECTRICAL SERVICE WHENEVER POSSIBLE. CONTRACTOR TO COORDINATE TAPPING OF EXISTING SANITARY SEWER FORCE MAIN WITH LOCAL JURISDICTION. 2 y" SIAMESE FIRE DEPARTMENT CONNECTION PER SANFORD FIRE DEPARTMENT SPECIFICATIONS. ALL FDC'S TO BE REMOTE AND LOCATED A MINIMUM OF 25 FEET FROM ANY BUILDING. CONTRACTOR TO PRO\ :DE SINGLE CHECK VALVE UPSTREAM OF ALL FDC'S PER FIRE DEPARTMENT SPECIFICATIONS. Cl iECK VALVE SHALL ALSO BE PROVIDED WITH FDC. PROVIDE FIRE LANE AND BOLLARDS AT FIRE DEPARTMENT CONNECTION LOCATIONS. PROPOSED PRIESSl1R D SANITARY SERVICE, SEE PLAN FOR DIAMETER CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES. UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE DUCTILE IRON PIPE AND CONFORM TO ANSI/AWWA C151/A21.51 AND HAVE A MINIMUM 350 P.S.I. PRESSURE CLASS RATING. INCLUDE IN BASE BID ALL VALVES. PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF SANITARY LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: PROVIDE LAPPING SLEEVE AND VALVE AT POINT OF CONNECTION TO EXISTING SANITARY FORCE MAIN PER CITY OF SANFORD UTILITY MANUAL. JACK AND BORE UNDER MELLONVILLE AVE. PER SECTION 33 OF THE CITY OF SANFORD, FLORIDA UTILITIES STANDARDS AND SPECIFICATION MANUAL SECOND ADDITION. CONTRACTOR TO SUPPLY 12'X1 & SENDING PIT. 8'X8' RECEIVING PIT, 20" STEEL CASING UNDER MELLONVILLE AVE. STEEL CASING SHALL CONTINUE AT LEAST 6' PAST EDGE OF PAVEMENT, PROVIDE 36" OF COVER AND 18" VERTICAL CLEARANCE FROM SANITARY SERVICE. 8" CARRIER PIPE TO BE DUCTILE IRON WITH RESTRAINED JOINTS. ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 33 OF THE CITY OF SANFORD, FLORIDA UTILITIES STANDARDS AND SPECIFICATION MANUAL SECOND ADDITION. SEE DETAIL C5.2-05. Call before you dig It's riot just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callsunshine.conl 1-800-432-4770 TM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER: 7272 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS #1 08/23/2007 #2 09/13/2007 z Q J a PROTOTYPE ttttttaar• STORE NUMBER tttttttttttttt� WD PROJECT NUMBER EFLDV0003 W 0 30 60 t ;'0 C5 _ cn SCALE: 1" - 60.00' o z 1_11e dpartner, com',global$ ca eft d:,.Old ,000 3fl_s❑,farddv3kciv0,efov0003e_c05-00.dw9 Saved: 9/13/2007 4:03 PM (wda437) Plotted: 9/13/2007 4:06 PM (aplot) CITY OF SANFORD PERMIT APPLICATION j— rD Submittal Date: Application # : �Q AV 1=.�- _ Value of Work: Job Address:�(� atl Zoning: historic District: Parcel ID: _ ,�-�-® h!y '%' — Square Footage: Description of Work: ._� � • • • • • • • • • • • • • • • . • • • . • • . • • .. • • . • • . • • • . *'Electrical 1 ...... • . , • Mechanical •C] • • • • •Plumbing ❑. • • • •Fire Sprinkicr/Alarm. Pool ❑ Sign ❑ Permit "Type: Building ❑ ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ 'Temporary Pole El Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout.& Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: li of Water Closets _ Plumbing Repair- Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s)-. # of Stories: ,, It of Dwelling Units: Flood Zone: (FEMA form required ) Construction Type: ............................................... ................. • • i• • • r`rl'L:� Contract ur:�-,�— Property Owner: "t -� y, '�,:��y�1 Address: f!'l /.Ji Address: — ��_� `r—�✓u�-r—�' lL Phone: _. Bonding Company: Address: E-mail: Phon��0 1•17— 35 - l 1 O D �- � 33 0 20 Phone: Architect/Engineer: _ Fax: _ Address: (15! Q L� E-mail:,, Plan Keview Contact Person _ Phone:o% Fax: Application is hereby made to obtain a permit to do the work and in as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constnietion in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 'fANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT (N YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE Ol-' COMMENCEMENT MUST BE RECORDED AND POSTED ON "THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL"r Wall YOUR LENDER OR AN A'fTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pemtit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such • water managemen�istrs, state agencies, or federal agencies. Acceptance of pernit is verification that I will notify the owner lgniture of Owner/Agent Date i- Print Ct"", ner/Agent's Name . .-'. �_. ft Notarial Seal Sarah E. Angelo, Notary Public North Strabane Twp., W@5hington County My Corninissia: I Expires March 25, 2011 Produced ID APPROVALS: ZONING: 'pa',:d C'ordidons: Bev 07.07 Known to Me or UfIL: FD: of rids Lien Law/VS 713- Sim ature WC,,, ctodAge-.t Date Prin�,/A 'me Sigi { f Notary -State of Florida J / ale �AeE2Y PUBLIC -STATE OF FLORIDA Kathleen A Finley Commission # DD584641 Expires. SLIP 24, 2010 dt%AAY ism ' "�' di4 ill 9 os111£,to Me or Produced ID g1JOW ENG: BLDG: TEST N DRAIN 1 X4-0 / TEST N DRA 1 XO-3w1 X90 ELL 1 X4-OW/ 1 X90 ELL 1 X2-OW/1 X90 ELL GA (2) 1 PLASTIC PLATES 0 -0 1 N �CC�1 - ��C 1 4 �— — �Ga iJ - 4 �PG� I Ca` -� N , a �O ` �O� 4 1 0 4 -� N -�-• V ob-P2( ) 3-1012 - 10-0 (- (I -CN N N(3(3 C. �2x1�GRC2x%GRxN •''-0)N 1 00 I n I N I h I H I O O �%- O N O N O N O - - -- N o w 0 0 CV 0 I 0 IN O I O CV 11 BPO-5� -BPO-5 `BPO-5 J II �+ _BPO-5 J _BPO-5 _ ._BPO N co N co N" 1 N b 8.O —� I 10 I I 3/4WOT 3/4W0 3/4WOT 3/00 ^ 3/4WOT 3/4 T 3/4WOT 3/4WO ^ 3/4WO 3/4W0 3/4WOT ^ 3/4 lr 4[-i N H � N 1/'! I N to N 4ff �� O N � N � h I<7 4(•) ,A N N I N N I N N N N O ® �/ N I- - — - — co _� co _N oo « w ao H oo 1' ZL2 o - co <D t0 t0 ,p I 1 I I CV .O C-4 a0 N N ,O co tp "at0 1X3/4 1 �{�X3/4 11{�X3/4 1X3/4 1X3/4 "1f�X3/4 11�X3/4 1 �X3/4 ' W ADDACAP ADDACAP ADDACAP ADDACAP ADDACAP ADDACAP \�� ADDACAP ADDACAP I li II II I li If II I li I II I I o 1 1 o I I o I I v I � �' I I �" •'� � v O� n -HENS 0-5 RESTRO II II OM II II 11 I I I I I 11 I 9-0J ' I FUTURE OFFICE u — _ -- o!R� I ; I I n n n WOMENS 1 1 c RESTROOM i I. II II 11 II'' n I I I I _0 M — �, onv9 � - � — Z O O -7 11,4 1 1 4 34 2-10 240 STORAGBREAK ROOM A/Rs --OFFICE till w� 0 ww W : WM o of wp ZU 0 7 i 1-0 9-6 0-6 I 19-0 (k I 1' I ' , 2I"i, v_ 1) (3-0) 5-9 �31 T o-u} 8-0 -c; I I9� 5'-4Y2n �1 3'-41/» 2 A; i B HYDRAULIC DESIGN DATA - AREA 2 A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS DYNAFLOW BRANCHES DYNAFLOW SPRINKLER ORIFICE 1 2" K= 5.6 AREA LOCATION OFFICE # OF FLOWING SPRINKLERS 8 DENSITY -10 G.P.M./ 900 SQ.FT, REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 157.9 G.P.M. PRESSURE 23.6 P.S.1. 111Sil..iC ! IOCG STREAM 0 IS P.M DEMAND AT SOURCE CONNECTION FLOW 407.9 G.P.M. PRESSURE 28.5 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. REVIEW D By; Sanfor ` ire Prev Div. 20'-0" tK 20'- ' 9-0] 0 27 0-6 I �0 i ! - t1--. 1 t I t 2ll -4 I 9-7 B-0 3-5 6-7 12-0 -5 3-7 V) - 6-9 '1 np) ",-o -o) ,3-0) (3-c) o' (3-a o (3-0) IL 7'- 4 2" 0,2-7 _ y„ - 0„ E 0 PLAN VIEW THE OFFICE AREA SPRINKLER SYSTEM SHALL BE .10 GPM/SQFT OVER THE ENTIRE OFFICE AREA. A 100 GPM HOSE ALLOWANCE SHALL BE PROVIDED. CD I ;I N I 114 RISER 1 SLOPE W / ROOF 20'-0" ELEVATION SECTION "A -A" THROUGH BUILDING SCALE: 1 /8"=1'-O" IMPORTANT / In locations subject to freezing conditions, it is the owner's responsibility to \ provide heat throughout wet pipe sprinkler systems areas and in enclosures for valves controlling water supplies to sprinkler systems. ( 1 This drawing and the information and design application herein contained is the property of SimplexGrinnell and/or its ' subsidiaries and is loaned upon the express conditions that the some be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret and confidential; no reproduction / of this drawing or any part thereof shall be made without the written consent of SimplexGrinnell. 19-0 4GR ELL 4GR TEE 2 C: ELLS THE ROOF SPRINKLER SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1500 AREA FOR A WET SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE PROVIDED. HYDRAULIC DESIGN DATA - AREA 1 A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS DYNAFLOW BRANCHES DYNAFLOW SPRINKLER ORIFICE 3/4* K= 8.0 AREA LOCATION OVER!-iEAD # OF FLOWING SPRINKLERS 14 DENSITY -20 G.P.M./_ 1500SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 387.4 G.P.M. PRESSURE 34.9 P.S.I. INSIDE HOSE STREAM _ 0 G.P.M. DEMAND AT SOURCE ('ONNECTION FLOW 637.4 G.P.M. PRESSURE 40.6 P.S.I. OUTSIDE HOSE STREAK 250 G.P.M. 11%x3/4 ADACAP 3/4x0-3NIP 3/4 GLOBE VA QTY 42 DROPS 1 x1-6w/l x�REDUCER 8 Z PURLIN STEEL SIDEWINDER #SWDR 1" W1 NUT SEE PLAN FOR LGHT HANGER RING SIDEWINDER METAL SAMMY SCREW HANGER FOR B.l_INE & CROSSMAIN MATERIAL SPECIFICATIONS SPRINKLER SUMMARY ITEM MATERIAL TYPE FINISH TYPE ORIF TEMP FINISH CANOPY SYMB QTY BRANCH LINE PIPING STEEL DYNA-THD BLACK UPRIGHT 8.0 200 BRASS 68 DROP NIPPLES STEEL SCH.40 BLACK MODEL TY—B MAIN PIPING STEEL DYNA-FLO BLACK STD RESPONSE UNDERGROUND PIPING LINE FIT-I1NGS CAST IRON THREADED BLACK MAIN FITTINGS CAST IRON GROOVED PAINTED PENDENT 5.6 155 CHROME] RECESS 42 HANGERS STEEL BLACK MODEL TY-FRB QUICK RESPON E TOTAL THIS SHEET 110 1p TOP BEAM CLAMP FOR CROSSMAINS, " FIRE " 11,000 SQ. FT. STOR GE S HEID #2 R TEE 3- 9X2 2-8Y CENTERLINE COL RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE `r I (4) SIGNS ON BODY 6"ELECTRIC BELL J� es rfr 4" jYC I ER MANIFOLD TO=1-1 e`Q 4" EIF / TAMPER SWITCH TO=4-1/2" � I o 6X4 GR RED T0=4' POINT OF CONNECTION THIS SHEET 6 GR FLG 6"DI UNDG SECTION "B—B" N.T.S. SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA w/ TAMPER SWITvH & 4" RISER MANIFOLD w/ GAGES, FLOW SWITCH & TEST N DRAIN 3. 4" RISER TO 4" FEEDMAIN & 21/2" CROSSMAIN FOR OFFICE AND SALES AREA - BLDG FRONT AREA 4. 4" FEEDMAIN SUPPLY TO REAR STORAGE AREA TO 4" CROSSMAIN FOR REAR STORA'IGE AREA ROOF SYSTEM 5. 1 Y4" & 1" BRANCHLINES W/ 1" OUTLETS TO 1" DROPS TO RECESS SPRINKLERS IN FRONT OFFICE / SALES 6. 2" RISER NIPPLES TO 2" & 11/z" BRANCHLINES TO UPRIGHT SPRINKLERS IN REAR STORAGE AREA 7. FRONT AREA - OFFICE / SALES - SPRINKLERS QUICK RESPONSE K-5.6 FACTOR / 155 DEGREE / STANDARD SPRAY PATTERN / CHROME RECESS 8. REAR AREA - STORAGE - SPRINKLERS STANDARD RESPONSE K-8.0 FACTOR / 200 DECREE ! BRASS UPRIGHTS / STANDARD SPRAY PATTERN IC - 57# lAL - 47# 4NT WATER FLOW TEST :0NDUCTED 8-3-07 TIME 9 AM STATIC - 57# RESIDUAL - 47# =LOWING 1020 GPM NG 1020 GPM CV C6 C*3 M 103-0) Cr 2 � oCvl) w I.- Cn ti cn� U_ Q '- 'n W CI5 UJ CM Q BUILDING #1 / RETAIL I OFFICE CITY OF SANFORD PERMIT APPLICATION / " I i 1 1--VVOF' F- /--- [--71. Application 0 : a �� Submittal Date: Job Address: 3050 Ayi= Value of Wor Parcel ID: Zoning: historic District: .DescriptionofWo`k:./C L___.Nd-r=�'l /�I�.!... %L .M..._..Squa.e.F'ootage:.. .................... Permit Type: I3uilding ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm X, pool 11 Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change orservice ❑ 'temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout.& Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # or Water & Sewer LinesJ— # of Gas Lines Plumbing/New Residential: 11 of Water Closets _ Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: # of Stories:. # of Dwelling Units: Occupancy Use Group(s): Flood Zone: (FEMA form required ) ................................................................................................ I ................... .. Property Owner: cSo m )_aE _ Contractor: 'k- X < i Address: f�� l � Address: 2701 LQ T�PJ_� Phone: r� , .I14erdg:a.�wbejrcFew f`� �� V Phone: E-mail: Bonding Company: _ Address: Architect/Engincer: Phone: Address: Fax: «� '� L Plan Review Contact Persons-/o Phone: 07 Fax: E-mail:..J N Mcc.I�-e 20 `�y�� I� i� G(7 ►-� Applic Lion is hereby made to obtain a permit to do the work and installations to indicated. I certify that no work or installation has commenced prior to the rss. "I oI a ij Tripr and that all work will be performeu to�rai' i st, I d'.1rds of all laws regulating construction in this jurisdiction. l understand that a separate s t r�rilltj n1�St t?y y 4 t r°dto I L! {; It AL•ir1�11�c ;'S'I�IIr?{1fd7Nr jlCiidS bVLLLSr FOOLS I URNACES, F30(LERS, ILEA fERS, "TANKS, and a ��,M n1iG�Nri1�J14�rsEt,,' tr OWNLK 5 AFFIDAVIT: I certify that all of the foregoing 'infur,q ccurate and that all work will be done in compliance with all applicable laws regulating construction acid zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE' OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 13E RECORDED AND POSTED ON THE J013 SITE' BEFORE THE FIRSTINSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as ware nanagement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the f the rcyu' n o L' n Law, FS 713 8 lature of owner/Agent Date gna[ur f Contractor/ ent Date �-"' _ N ,�� s �o ��--�� s�. Print O'vner/Agent's N me Print Contractor/Agent's Name cl� , �h ) � [n , ;hilt Fi11ti�iltlloLl idtl 0 Date Signature of Nutar -State of Florida COMMOPtWEALTI l U citcit L�V(tdl�.-r NOTARY PUI�LIC-STATE OF FLORIDA Notarial Seal Kathleen A Finley Sarah E. Angelo, Notary Public North Strabano Twp., Washington County :,' � I` Colnnlission # DD584641 My Commission E;q)ires March 25, 2011/ �'�.,, ExpiresnSE P 24, 2010 Member, PenniylvarM• u(pzyfi it1r1Y�1 Ctpf aewnally Known to Mc or Corip'sa��i m-r Pers)ii{t I (44iud�iGto Me or Produced ID _ Produced ID APP!?OVALS: ZONING: _._ UTIL: FD: _ '' ENG: _ BLDG: Special Conditio-is: lt� i Rev t7.07 M F 7/ A I\I 11\1 P A WET PIPE SYSTEM HYDRAULIC DESIGN DATA AREA -1 A.H.J. CITY-OF-SANFORD DESIGN STD. NFPA13 PIPE TYPES MAINS DYNAFLOW BRANCHES DYNAFLOW SPRINKLER ORIFICE 17 32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 12 DENSITY-.20 G.P.M. 1500 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 327.5 G.P.M. PRESSURE 32.3 P.S.I. INSIDE HOSE STREAM o G.P.M. DEMAND AT SOURCE CONNECTION FLOW 577.4 G.P.M. PRESSURE 38.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. DRY PIPE SYSTEM HYDRAULIC DESIGN DATA AREA - 2 A.H.J. CITY-OF-SANFORD DESIGN STD. NFPA13 PIPE TYPES MAINS SCH-10-GALV BRANCHES SCH-10-GALV SPRINKLER ORIFICE 17/32" K= 8.0 AREA LOCATION LOADING DOCK DRY -SYSTEM # OF FLOWING SPRINKLERS 16 DENSITY -20 G.P.M../ 1950 SQ.FT. REMOTE AREA 2 SQ.FT. DEMAND AT BASE OF RISER FLOW 396.7 G.P.M. PRESSURE 34.9 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 646.7 G.P.M. PRESSURE 41.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. AREA 4 1 3 4 S I 24'-8" I 25-C' 25'-0"-�- r_� CD CD I CV DRY INSF CONNE( (SEE DE (E SPRINKLER SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQF T OVER THE MOST REMOTE 1500 AREA FOR A WET SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE PRO\/InI= n N N U 1) + a N 0 a 0 a 0 *y I I I � rn rn I � I r r7 212 1.r r� 212 21 ® CxG Gx� CxC ® CxG _ 212 N U-) 1 0-6 4,_91r„ 4,_9i „ ` rn+ GxC TYP U 02 *�" a iEWED By: U Sanford Fire Prev Div. Dfe: DOCK AREA - MATLL GALV MILLWORK BUILDING # WET PIPE SYSTEM HYDRAULIC DESIGN DATA AREA -4 A.H.J. CITY-OF-SANFORD - DESIGN STD. NFPA13 PIPE TYPES MAINS DYNAFLOW BRANCHES DYNATFREAD SPRINKLER ORIFICE 17 32" K= 8.0 AREA LOCATION MEZZANINE # OF FLOWING SPRINKLERS 16 DENSITY -20 ".P.M 1500 SQ.FT. REMOTE AREA 4 SQ.FT. DEMAND AT BASE OF RISER FLOW 436.1 G.P.M. PRESSURE 34.7 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 686.2 G.P.M. PRESSURE 41.2 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. STORAGE ROOM I J N N N N N I 0 N v o d o d o a 0 O I rn I � _ -/T 212 12 t7 21��Tll 21 2 ►7 212 raj 21 ry I SPRINKLER -- - - N ROOM ® CXC® CXC GxC ® CxC © GxC ® CXC 2,z 2-912 N CxC 212 � o00 212 �r 21 000 3-0 1-91 z * + 2-0 + CxG M GxC CxG AREA BELOW MEZZANINE B IMPORTANT In locations subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for valves controlling water supplies to sprinkler systems. / This drawing and the information and design application herein contained is the property of SimplexGrinnell and/or its subsidiaries and is loaned upon the express conditions that the some be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret and confidential; no reproduction of this drawing or any part thereof shall be made without the written consent of SimplexGrinnell. MATERIAL SPECIFICATIONS ITFM MATERIAL TYPE FINISH BRANCH LiNE PIPING STEEL DYNA-THD BLACK DROP NIPPLES STEEL SCH.40 BLACK MAIN PIPING STEEL DYNA-FLO BLACK UNDERGROUND PIPING LINE FITTiPiGS CAST IRON THREADED BLACK MAIN FITTINGS CAST IRON GROOVED PAINTED HANGERS STEEL BLACK MEZZANINE B SEE PLAN @ RIGHT FOR AREA BELOW MEZZANINE UP 4"x6'-2" TO PIPE UNDER MEZZENINE SEE ABOVE AREA 3 oX -1 I 21 - - o� 1 0� 1 0� 1 � �� WET PIPE SYSTEM f 212 212 0 0 2 2 z 02 2 0 2 2 2 z 2 4 6-9 -0 12-0 9-0 4-0 13-0 4-0 9-0 12-q 1-0 13-0 7-0 -0 Q-6 GXC CXG GXC -It I`__ CXG GXC IX CXC IX CXG �� GXC CXG IX GXC CXC I CXG IX GX G 0+9-0 I X 00 00 1 X 00 I o � 00 Z+9-0 I 00 0 CV rLrn fV rn Nr� Nf'1 NC7 CV CD I I X a I X CO U DO U I - I o T CO 0 oo I �0 I (V U CV U I IX IX I Ln IX IX coo r- Do U I I e � U � I X I X COO 000 I I I ® I AREA BELOW MEZZANINE A SPRINKLERS TYPE ORIF TEMP I FINISH CANOPY SYMB OTY UPRIGHT 8.0 200 IBRASS N/A Q 226 TOTAL THIS SHEET I I I I i 1 , I I I f HYDRAULIC DESIGN DATA AREA -3 A.H.J. CITY-OF-SANFORD DESIGN STD. NFPA13 PIPE TYPES MAINS DYNAFLOW BRANCHES DYNAFLOW SPRINKLER ORIFICE t 2" K= 5.6 AREA LOCATION MEZZANINE # OF FLOWING SPRINKLERS 16 DENSITY .20 G.P.M. f 1500 SQ.FT. REMOTE AREA 3 SQ.FT DEMAND AT BASE OF RISER FLOW 424.6 G.P.M. PRESSURE 39.0 P.S.I._ INSIDE HOSE STREAM 0 G.P.Iv_ DEMAND AT SOURCE CONNECTION FLOW 674.6 G.P.M._ PRESSURE 45.5 P.S.I. OUTSIDE HOSE STREAM 250 G.P.tiI. 45' EL W/ COWSM Ks. OUTLET EO. TO SKINRLER DRY PIPE SYSTEM TEST CONNECTION A 8-20-07 ORIGINAL REV DATE DESCRIPTION BY • SWDR516 '1 3/8 ATR SIDEWINDER Top Beam Clamp �'.' J I 9+15-2 1-3 I GxG N T'r) I U 'I 1 I 1 1 � ® 9 +$~4 2 ELECTRIC BELL 120 VAC. I II a, 4" TYCO RISER MANIFOLD Ft I (1) DRAIN AND TEST 4" �UTT R LY VALVE (2) FLOW SWITCH =!g (3) PRESSURE GAUGE (4) SIGNS ON BODY I 6"x4" 6ROJVdD REDUCER SECTION B WET RISER N.T.S. RISER MOUNTED AIR COM GENERAL MODEL OL110-1 SYSTEM CAPACITY - 60 4" DRY PIPE VALVE TYCO/GEM MOD DP) WATER PRESS SW h HI/LO AIR SW #PS4 STANDARD TRIM 4" BUTTERFLY VA W 0+16-2 SECTION C DRY PIPE RISER NOTES _ TYPE OCCUPANCY - ORDINARY HAZ GP-2 I DENSITY -.20 GPM/SQ.FT TYPE SYSTEM - WET THRU OUT W/ DRY LOADING DOCK l MATERIAL . I WET PIPE - BLACK DYNAFLOW / WELDED OUTLETS DRY PIPE - GALVANIZED SCH 10 / WELDED OUTLETS HANGERS SAMMY SIDEWINDER ATTACHED TO Z-PURLINS TOP BEAM CLAMPS ATTACHED TO TAPERED STEEL SPRINKLERS TYCO SERIES TY-B K=8.0 BRASS UPRIGHT 200 DEGREE zV) Q YPOINT OF CONNECTION THIS SHEET - 1 FT ABOVE FF C POINT OF SERVICE - 8" BACKFLOW PREVENTER DISCHARGE 00 SIDE OF OS&Y VA @ FIRE DEPT CONNECTION U ~ STATIC SI# J i RESIDUAL 47# � I 20,000 SO. FT. - BLDG#3 i. MILLWORK BUILDING 10,000 SO. FT. THIS SHEET 12,000 SQ. B�G AIL BUILDING STORAGE BUILDING B LD G# 2 8 AMES 30DOSS a l _ BACKFLOW PR Z i wf0S3 8,Y VA'S & \ / ( TAMPER SWITCH .UG O � Y ) FIRE DEPT CONN co 8 m -�8 ` 50 � 8 -0 90-0 145-0 90-0 135-0 \ , FIRE HYDRANT HYDRANT WATER FLOW "SST o /j� 8-3- )7 / 9 AM TATIC C I TE PLAN \ 47 , 102�GPM i BLDG #4 12,000 SO. FT. STORAGE SHED - 6 (Y) 25-0 BLDG #5 12,000 SO, FT. STORAGE SHED PITOT 37# I W N C=.90 I Er LO m FLOW 1020 Cl M �� LO QQ M LU Li HYDR-'NT X >- mF_ CU ^�� ti LUJ Cr a) ct N MILLWORK BUILDING #2 tyro Fire & Securities SIMPLEX/GRINNEL -ire Protection CONTRACT NAME 84 LUMBER REVIEW AGENCY FIRE DEPT. SIMPLEX 3050 MELLONVILLE AVE SCALE: GRINNELL SANFORD FLORIDA CONTRACT wTH PIERCE HARDY LP FIRE DESCRIPTION MILLWORK BUILDING WN BY G.. KUEBLER SYSTEM DESIGN DATA CHECKED BY PROTECTION HAZARD ORDINARY HAZARD GROUP II CLASSIFICATION SYSTEM 20,000 SQ.FT. SYSTEM WET DRY SYSTEM GAL A EA TYPE CAPACITY DATE GPM/SQ.FT. AREA OF 1 500 sQ.FT. AREA PER SQ.FT. 7- 20- 07 DENSITY .20 APPLICATION SPRINKLER BRANCH OFFICE INSIDE HOSE ALLOWANCE 100 GPM OUTSIDE HOSE 150 ALLOWANCE GPM DRAWING NO. TOTAL SYSTEM FP-2 OF 6 REQUIREMENTS GPM AT PSI AT WATER SUPPL 57 PSI RESID PRESS. 47 PSI FLOWING 1020 GPM CONTRACT N0. STATIC PRESS• 929798001 WATER SUPPLY I nrA-nrWa CONNECTION TO CITY MAIN AA CITY OF SANFORD PERMIT APPLICATION b RL: -. ' ✓ �`" Application # : Submittal Date: Job Address; 305c) Value of Work: Parcel ID' Zoning: Historic District: Description of Work: /— !. [ %F:®TL-� �!` 1��-7-Z=- Z!1 Square Footage:. ............................................. Pool Perrttit'fype: Building ❑ Electrical El Mechanical ❑ Plumbing ElFire Sprinkler/Alarm X, ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ "Temporary Pole ❑ Mechanical: Residential ❑ Non-Residetitial ❑ Replacement ❑ New ❑ (Duct Layout.& Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Kepair -Residential ❑ Commercial ❑ Occupancy'I'ype: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Croup(s). Construction Type: # of Stories: —t— # of Dwelling Units: Flood Zone: (FEMA form required) .............. ........,�.qq...../.................... .................... .......... ............. I ...... ................ Property Owner: G"t Contractor: Address: d/� �� Address: 3Zw'._ Phone: , E-mail: Phone: 'Z 35 O d Bonding Company: Address: 2 319& -3--30o a / E o0 3 ------ Architect/Engineer.: Phone. Address: Fax: Review Contact Person�C-)L _ Phone: 07 Fax: E-mail:��``rL � � .; �; � ,�.. ,. ,�°4.1� �•��1 �.:.�Y.,s�,r .5 ,. Application tshsce .'nad�,jttQerfntt'It�lJu tpP wo k and u'o€ illations a indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wdg i�'= rato'iTferl fp +sl @i S, rr d r6 'of� !l laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL;`t: (�}tip t'? (.lilt R}rF; SICJ d5, RLLS, POOLS, FURNACES, BOILERS, HEA"fEKS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing infonnation is accurate arid that all work will be done in compliance with all applicable laws regulating construction acid zoning. Y Notarial Seal Sarah E. Angelo, Notary Public North,Strabanq `f wp., Washington County My Cornmissio+t Expires March 25, 2011 Member, f'ennsyl0't i'/ALcd��on'gF �iafdiia Produced ID APPROVALS: ZONING: ,_,.vial C'onttitious: Rev 67.07 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE.. OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govenunental entities such as water anagernent districts, state agencies, or federal agencies. Acceptance of unit is verification that I will notify the owner of the 'ignatureofOwner/Agent Date / 2;- ry N ti C P SS ; e-c /Vi' 6 Print O\Vner/Agent's I Print Contractor/Agent's Name e S� '1--a10 7wht _�I'A�i�fSigna4ro c of tDate�een ,Finley t}4, Commission !{ DD584041 Expires: SE, 24 2010 BOIJr)FDT}IftUrliLlPirlCFir 1)INGC0,,1NC. Contractor/Agent is t/ ersonally Known to Me or Produced ID Date ly Known to Me or UTIL: __ FD: q /li/p areq'Men ° r' i Law, FS 713. Contractor/ nt Date T NL : ENG: BLDG: 94 J, u i---i E�? - U N F REVIEWED r Sanford Fire Prev Div. q 111J7 / . . / ��- 212 2'2 212 212 I 212 2'2 2'2 2'2 4 212 22 2'2 212 0-6 6-3 6-3 12-6 1 6-3 6-3 12-6� 1 6-3 6-3 12-6 1 6-3 6-3 0-6 I I GXC CXG _ GXC CxC CXG GXC CxC CXG GXC CxC CXG _ GXC CXG I +14-8 I a "' J t` t\ a v a r a t\ I +14-8"' I a O+ I I I I , �O O o I I a -r - - 1 - - - I I -"I- 0 00 r c 0 0 0 0 0 I I ,I I R- -aT- -— -i—— — T — �� - �4 - - ��— -- ——i— u r I I I w- I I _ I _ a 0 a 0 a 0 a 0 a 0 O a 0 O I I f l I T T I T i T i it N N (V I N N N N N ( I I a 0 a 0 v 0 a 0 T a 0 t 0 a 0 r 0 _ _ _ _ �II � _ I 1, aT aT T T T T aT T I y ro o To �o �o— r , r a 07 a 07 O Cy) Cn a CD v C7 ii L -10' —100 00OC- cm I I� II II 1 i 11 >< ` �rn �0) 1 �rn �rn � �rn rrn r rn CY) 1 I_+14-8"' 71 3 13 3 3 3 3 1 3 I I 0-6 6- 6-3 12-6 6-3 6-3 12-E 6-3 6-3 12-6 6-3 6- !1- I I Z CXG-_ -GXC _ _ C =� �X� _ �xC A�k_XG — =GXC = Cx_ — _�. CXG- _ _ — 11 SPRINKLER 14'-8" ROOM I BUILDING #3 STORAGE: PLAN D DR516 SIDEWINDER SAMMY SCREW IMPORTANT in locations subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for valves controlling water supplies to sprinkler systems. T 1 This drawing and the information and design application herein contained is I 1\vl the property of SimplexGrinnell and/or its subsidiaries and is loaned upon the express conditions that the some be returned to SimplexGrinnell upon request; all information % herein contained shall be treated as secret and confidential; no reproduction / of this drawing or any part thereof shall be made without the written consent of SimplexGrinnell. MATERIAL SPECIFICATIONS rEM MATERIAL TYPE FINISH BRANCH LINE PIPING STEEL DYNA-THD BLACK DROP NIPPLES STEEL SCH.40 BLACK MAIN PIPINC STEEL DYNA-FLO BLACK UNDERGROUND PIPING LINE FITTINCS CAST IRON THREADED BLACK MAIN FITTINGS CAST IRON GROOVED PAINTE HANGERS STEEL BLACK FITTER NOTE: BRANCHLINES ARE AT 5" BOTTOM PURLIN NOTES TYPE OCCUPANCY - ORDINARY HAZ GP-2 DENSITY - .20 GPM/SQ.FT FOR 1500 SQ.FT TYPE SYSTEM - WET MATERIAL WET PIPE - BLACK DYNAFLOW / WELDED OUTLETS HANGERS SAMMY SIDEWINDER ATTACHED TO Z-PURLINS TOP BEAM CLAMPS ATTACHED TO TAPERED STEEL SPRINKLERS TYCO SERIES TY-B K=8.0 BRASS UPRIGHT 200 DEGREE POINT OF CONNECTION THIS SHEET - 1 FT ABOVE FF POINT OF SERVICE - 8" BACKFLOW PREVENTER DISCHARGE SIDE OF OS&Y VA @ FIRE DEPT CONNECTION Q BLDG #3 Z O 10,000 SQ. FT. ~ STORAGE BUILDIN U THIS SHEET Ill U) (BORy Z O _ I— Q w J W SPRINKLERS TYPE ORIF I TEMP I FINISH I CANOPY ISYMBIQTY UPRIGHT 1 8.0 1 286 IBRASSI N/A 80 6 25-0 00 0 6 00 HYDRANT A 1 8-22-07 1 ORIGINAL REV DATE I DESCRIPTION 20,000 SO. FT. 1ILLWORK BUILDING THIS SHEET BLDG#2 3" TYCO RISER MANIFOLD (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY 12,000 SQ. FT. BLI SITE PLAN BLDG -#4 12,000 SQ. FT. STORAGE SHED BLDG #5 12,000 SQ. FT. STORAGE SHED tyro Fire & Securities gKSIMPLEX/GRINNEL Fire Protection ELECTRIC BELL 120 VAC 3" BUTTE FLY VA w/ TAMPER SW 6"x3" GROOVED REDUCER J 6 UNDG SECTION B / RISER DETAIL N.T.S. STATIC 57# - RESIDUAL 47# _ I I Z W 8 AMES 300OSS Q BACKFLOW PREY w/OS&Y VA'S & TAMPER SWITCH Z - FIRE DEPT CONN � HYD 8 is w $ 50-0 tDC 90IO5-0 DC I FIRE HYDRAI`I 1 HYDRANT WATER FLOW TEST 8-3-07 / 9 AM STATIC 57# 47# @ 1020 G P M 1 I I PITOT 37# C=.90 FLOW 1020 GPM I crl 0 cm 0 to M co w a- m X U *� \�=_ L LL.1 Cn 0 __� CJ ci BUILDING #3 STORAGE CONTRACT NAME 84 LUMBER REVIEW AGENCY SIMPLEX FIRE DEPT. 3050 MELLONVILLE AVE GRINNELL SANFORD FLORIDA SCALE: 1 /8"=1'-0" CONTRACT NTH PIERCE HARDY LP FIRE DESCRIPTION STORAGE BUILDING #3 DRAWN BY G. KUEBLER SYSTEM DESIGN DATA PROTECTION CHECKED BY HAZARD pRDINARY HAZARD GROUP II CLASSIFICATION SYSTEM AREA 10,000 SOFT• TYPE M WET DRY CAPACITY GAL DATE DENSITY .20 GPM/SQ.FT. AREA OF APPLICATION 1500 SOFT_ AREA PER SPRINKLER 126 SQ.Fr. 7— 20-07 BRANCH OFFICE INSIDE HOSE ALLOWANCE GPM OUTSIDE HOSE ALLOWANCE 2JO GPM DRAWING N0. TOTAL SYSTEM FP-3 OF 6 REQUIREMENTS GPM AT PSI AT STATIC SUPPLY PRESS.57 PSI 47 PSI 020 GPM CONTRACT N0. W�ATION PPLY RESID PRESS. FLOWINJ CONNECTION TO CITY 929798001 MAIN L CITY OF WORD PERMIT APPLICATION / � ,� L"""� . L .� O O O��- Q, i—� Application # :_� Submittal Date: - Q Job Address: �L=-�- j - �IVe/1 ��-L�/ L� value of Work::fL==2--- Parcel ID_ Zoning: historic District: ��_-_�/��%� �__, Square footage: Description of Worts / RAC-7/ R �L--C• � h_ ............................... ........................................ .......... ................... I................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm X, Pool ❑ Sign ❑ Electrical: New Service -- # of AMPS Addition/Alteration ❑ Change of service ❑ Temporary Tole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout& Energy Cale. Re(flied) Plumbing/ New Commercial: It of Fixtures 11 of Water & Sewer Lines 11 of Gas Lines Plumbing/New .Residential: 11 of Water Closets Plumbing tiepair -Residential ❑ Commercial ❑ Occupancy "Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories:. It of Dwelling Units: Flood Zone: (FEMA form required) ............................................................................................................. vProperty Owner: r y"qt�Contractor: 1--�R Address: %��% /� �� +Z-iXG Address: Phone: E-mail: Bonding Company: Address: Architect/Engineer. _ Address: Fax: _ Plan Review Contact Person--761 -- Phone: 4% Fax: /`el/=-I-eeGl; K �3.'-1120 -7"yC,oa7"- . Gom Application is hereby made to obtain it permit to do the work and installations its indicated. I certify that no work or installation has commenced prior to the issuance of it permit and that all work will be performed to meet standards of all laws regulating constnrotion in this jurisdiction. I understand that it separate permit must be scoured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFF1DAVfr: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constmctiun and zoning. WARNING '1'0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE-' OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE.. OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to tl is property that may be found in the public reeords of [his county, and there may be additional permits required from other governmental entities such as wat�anagomont districts, to agencies, or federal agemics. Acceptance o am nit is verification that l will notify the owner of the Signature of Owner/Agent Date r Print Owp /Are /Are gurt's Name �e re of Nutaryy-State of orn < PENNSYLVANIA Ub Notarial Seal Sarah E. Angelo, Notary Public North Strabane Twit., Washington County My Commission Expires March�226, 2-0�'I- Member, Perrncvlyan a5Q!� 01� Ir�YtJota ies 'tty Known to Me or Trot ucr, APPROVALS- ZONING: Phone: the requi , FS 713. nature/Contractor/AeltDate % Print Co ttractor/Agent's Name -y Date K.(�ehleen M. Fililey Couuuissiott /' DD584641 ' p. Exphs: S; 2 �4,, 2010 C 01 `to /EAtg A FIANfl �r ,ING 01, o vn to Me or Produced ID UTIL: FD: ` ENG: BLDG:___,--__._ Special Conditions: R,av 07.07 �I R, / �__ A , ; �, i DRY I N S P TEST � r l i 1 I �` CONNECTION J L % 3n ��_� 30 -� 3U -0 3� - 3�''� : 3v- _ �, (SEE DETAIL) i - - �f� �- �' 30 -C 3� -v 3C 7'-6" 0, 7'-6" 7'-6" 15-0" 7'-6" 7'-6" 15'-0" 7'-6" 7'-6" 15'-0" 7'-6" 7'-6" 15-0" 7'-6" 7'-6" 15'-0" 7'-6' 7'-6' 15'-0" 7'-6" 7'-6" 15'-0" 7'-6" 7'-6" 15'-0" 7'-6" 7'-6" 15°-0" 7'-6" fill —+ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-1 2 _ /�/�� i A, N O Q ,N O Q, N O Q ,N O (] ,, N O Q N O Q ,, N O - I I `C 1 I I I •C I , Q N O N O N O N O N O , _ N O Q r N O Q ,� N O Q o Jro 0o J� I co Jra oo J� co Jro 0o J� I J�00 �`�� -I_ N JQco N a10 JQco - I JQ -� I JQ - - I JQ - - I JQ. 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ALL PIPE TO BE GALVANIZED SCALE: 1 /8"=1'-O" 6 ELEC BELL 120 VAC 4 t6" PIPE VALVE GxG EM MOD DPV-1 /PRESS SW MOD PS10A IR SW MOD PS40 M (4 PSI FIXED LOSS @ 1000 GPM) TERFLY VALVE W/ TAMPER OOVED REDUCER A COMPRESSOR/MODEL OL335-50AC YSTEM CAPACITY=330 GALLONS SECTION "B - B" N.T.S. 1 - 0" SECTION "A -A" Hanger No. 9-S Top Beam C-Clamp - --- -- Top Beam C-Clamp with Loa Nut 45° EL. W/ CORROSION OUTLET EO. TO SPRINK Rid RIP DRY PIPE SYSTEM TEST CONNECTION Sal Date: q //��l IMPORTANT In locations subject to freezing conditions, it is the owner's responsibility to / \ provide heat throughout wet pipe sprinkler systems areas and in enclosures for valves controlling water supplies to sprinkler systems. ' 1 This drawing and the information and design application herein contained is the property of SimplexGrinnell and/or its 1 subsidiaries and is loaned upon the express conditions that the some be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret and confidential; no reproduction / of this drawing or any part thereof shall be made without the written consent of SimplexGrinnell. SHEET 41 OF 6 BLDG #3 10,000 `�Q. FT. STORAGE BUILDING ------ '_U ;= I H co co O co 6 1'+ - 4"+ HANGE:R °ZEE" Z-PURLI+V MOD SWDR516 ITEM #44 f ti 3/8" ALL THREAD ROD NFPA RING ROTATED 90 DEGREES 8 145-0 JG3,> CD cc laC ti �G4� 25-0 80R IN ;lJGS� 25-0 0 1R/K`\/ ,16 HYDRANT MATERIAL SPECIFICATIONS ITEM MATERIAL TYPE FINISH _ BRANCH LINE PIPING STEEL SCH 10 GALV. DROP NIPPLES STEEL SCH.40 GALV. MAIN PIPING STEEL SCH 10 GALV. UNDERGROUND PIPING LINE FITTINGS MALEABLE THREADED GALV. MAIN FITTINGS MALEABLE GROOVED GALV. HANGERS STEEL GALV E-- SHEET 2 OF 6 BLDG #1 12,000 SQ. FT. NLDRETAIL / OFFIC UG 0 8 co 90-0 U Gi> PLAN E O Z B 1 STATIC 57# RESIDUAL - 47# w Q — �M�0 LU oa — G > Q'r� coG>a-0 w �Y0UJO Q 0 o CEO TEST HYDRANT WATER FLOW TEST co g g m � LL � 8 I CONDUCTED DU CTE� 8-3-07 135 50-0 I 90-0 TIME: 9 AM \ HYD �\ STATIC - 57# 'Pic ` DC1 RESIDUAL. - 47# FLOWING 10-90 GPM FIRE HYDRANT � I THIS SHEET/SH 5 OF ` 12,000 §Q. FT. STORAGE SHED 1 / BLDG #4 1 SH 6 OF 6 �I 12,000 SO. FT. STORAGE SHED 2 / BLDG #5 SPRINKLER SUMMARY TYPE ORIF I TEMP I FINISH I CANOPY SYMB I QTY UPRIGHT 18.0 1 200 IBRASSI N/A 100 TOTAL THIS SHEET FLOWING 1020 GF'M A 1 7-17-07 ORIGINAL SUBMISSION TO SANFORD REV I DATE DESCRIPTION tyCO HYDRAULIC DESIGN DATA A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS-SCH-10-GALV ANCHES SCH-10-GALV LSPRINKLER ORIFICE 17 32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 16 DENSITY .20 G.P.M. 1950 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 411.6 G.P.M. PRESSURE 36.7 P.S.I. INSIDE HOSE STREAM-0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 661.6 G.P.M. PRESSURE 43.9 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. THE ROOF SPRINKLER SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE PROVIDED. ALL PIPE TO BE GALVANIZED. SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA w/ TAMPER SWITCH & 4" DRY PIPE VA / EXTERNAL RESETTING w/ TRIM FOR AIR COMPRESSOR / RISER MTD AIR COMPRESSOR GAGES / MAIN DRAIN 3. 4" RISER TO 4" FEEDMAIN & 4" CROSSMAIN @ CENTER OF BUILDING w/ 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1'/2 GROOVED TEES 4. 1'/2 BRANCHLINES W/ 1" WELDED OUTLETS TO 1" SPRIGS & 1'/2 x 3/4 ADACAPS 5. INSPECTORS TEST CONNECTION @ END OF BUILDING Fire & Securities JSIMPLEX/GRINNEL Ire Protection STO RAG ti COCn u? 2 0 Cn M W LL.. Q c U Q U ' CM Q � N E SHED #1 / BLDG 4 DRY PIPE SPRINKLER PIPING PLAN CONTRACT NAME 84 LUMBER REVIEW AGENCY SIMPLEX SANFORD 3050 MELLONVILLE AVE SCALE: 1 /8"=1'-0" GRINNELL SANFORD FLORIDA CONTRACT w+TH PIERCE Y LP FIRE DESCRIPTION STORAGE SHED DRAWN BY G. KUEBLER SYSTEM DESIGN DATA PROTECTION HAZARD ORDINARY HAZARD GROUP II CHECKED BY CLASSIFICATION SYSTEM AREA 12,000 SQ.FT. SYSTEM TYPE DRY 262 GAL DATE DENSITY 20 GPM/So.FT. AREA OF 1950 so -FT. APPLICATION 7-20-07 BRANCH OFFICE INSIDE HOSE 0 GPM ALLOWANCE OUTSIDE HOSE 250 GPM ALLOWANCE DRAWING NO. TOTAL SYSTEM REQUIREMENTS GPM AT PSI AT FP-5 OF 6 WATER SUPPL STATIC PRESS• 65 PSI RESID PRESS. 51 1020 GPM CONTRACT N0. wOTERSUPPLY CONNECTION TO CITY MAIN 929798001 CITY OF SANFORD PERMIT APPLICATION Application # : ol - I � � t) Submittal Date: `-`/5-07 ,lob Address � Q `=fir~ �."L""' ' %� -`yz " Value of Work: $- - Zoning: � �0 � UO Parcel ID' g= historic District: Description of Work: /`°��Y S-r - M Square Footage: ........................................................................................................................ Permit 'Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm X Pool ❑ Sign ❑ Electrical: New Service - Il of AMPS - Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout.& Energy Cale. Required) Plumbing/ New Commercial: It of Fixtures _ # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: 9 of Water Closets Plumbing Repair --Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: -L- It of Dwelling Units: Flood Zone: (FEMA form required ) .......................... ......................... I ........... ................................................. Property Owner: 8 Lm3L=x2 Contractor: .l1-1F' �=.x C-->RIhl/ I=- Q- Address:.10 / -� 1 O� - Address: ,Zi7� / ` �. bl�ir`.l Y- L '.,c' F'k ' V j F-oi FA Phone: E-mail: Phone: l - 2. -35 Bonding Company: _, - ,tom Address: r14#r, �-- iC. �- "Sr " Architect/Engineer: Phone: _ Address: Fax: Plan Review Contact Person•'-Tc Phone: o7 Fax: E-mail:. 2-35-1i2o ycc>=)"►i":Go►-1 Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDGD AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT11 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to us property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as % a management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of th gnature of Owner/Agent Date �- 5 a r >> '` q G e �� y Print O\ r er/Agent's Name ft'&-, Notarial Seal Sarah E. Angelo, Notary Public North Strabane'fwp., Washington County My Corn'rnissiort Expires March 25, 2011 aember, nr:nr�ltlrCit!"r1��tiPlSatt4rr lfeit�'de�bffy Produced ID APPROVALS: ZOMNG: ;;pr_cial L;ondiiions: Rev 07.07 Known to Me or UTIL: _-_ -_-- FD: 01,I the rcq Contractor/ Law, FS 713. Date JosL-- 1--r _ - %.lGF-Ic Print Contractor/Agent's Name Signatri�ivtt`��It;� ida Date F FLORIDA 1<atlileen. M. Finley ' -Commission #DL)584641 E,e ifes: SIE2 424, 2010 BONDED THRU t to j[C B0 :� r r Contractor/Agent is ersvna fyric�Zvri'if.Me or Produced 1D ENG: BLDG: E4 �, v 1-,-1 1-j %/. c> C -ram~' DRY I N S P TEST59 0 j:<' —�:�, w r' .��.^i�:—Ln, J; ��` �.t �,—C�' l�i' ^I,—n' —ni,—�`�" I I ^ �j + `-+ CONNECTION j 3C �' �� ° „(SEE DETAIL} I . �— �' 5 ' - 0 �✓ ` tin' _ ^' v 5: i 7'-6"7'-5 15'-0" 7'6" '-0"7'-C 7'-C 7'-6" 7'-6" 7'-6" 15'-0" 7'-67'-6 67-615-07'-6" 7'-6" 15'-On 7'-6" 7'-6" 15'-07'-6157'-6" `% II N O � I I 1 I Q o Q N N O N O N O N O N O N O N p co co ca ;= co o� co CO J I r Q Q ,, - \�aJ _r° - ��J ro I - I <<�J �o - - JG `o - I �JQC� - - �C JQ�o I 1 \�`�eCo co - - r ro I - - I JQro - - � ro I - o' Q(o - _ N co JQ� N JQ� co J I ", 0t J N JQ I N JQ �' JQ I N JQ N o JQ + �QQ- i �Q� + �Q� �Q� c�Q `� } c�Q� c�Q�' F Q� + Q + - Qom\ - Qom+ - - \C� + - - - �Ca -} - - �� - - +rO - - -F- - - ��}rO - - �C� }rO - -CD SA" n C\1 N OI N. 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Q`c��, + `n \G_+� _I _ I N O N O I N O N p I .N p N O I N o N p i -N O N p -N O N O I N O I O coQ co c0 co CIOI r r N O I N O N O I N O N O C. N O N O CV f c Ico —- _—_- —1 — __ -_ �_ — —_ — — � -- I - I - -- -- -- _- ii I — — — ,— —---—.—,—,—,— — O I � GENERAL NOTES: STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN i . ALL PIPE TO BE GALVANIZED SCALE: 1 /8"=1'-O" 5 ELEC BELL 120 VAC t i t 4" DRY PIPE VAL%'E GxG TYCO/GEMi MOD DPV-1 INATEP, PRESS S6;r MOD PS10A HI/LO AIR -',X, lti6OD PS4i,1 STD TRIMI (4 PSI FIXED LOSS @ 1-300 GPMI) 4" BUTTERFLY VALVE 1V/ TAlu1PER 6"x4" GROOVED REDUCED, .AIR COIMPPESSOR 'M ODEL 01-335-50AC I II II SYSTEMS CAPACITY=330 GALLONS �J SECTION "B - B" N.T.S. 1 0, SECTION "A -A" Hanger No. 9-S Top Beam C-Clamp •'--- -- Top Beam C-Clamp Mh Lock Nut 45' EL. W/ COP,ROSION RES. OUTLET EQ. TO SPRINKLED, / tom Pi Swivel Ring ,Q REVIEWED � Y DRY PfPE SYSTEM TEST CONNECTION�,6 Sconfora Fire Prey Div, at 9, q // z/ /—&: z IMPORTANT / In locations subject to freezing conditions, it is the owner's responsibility to / \ provide heat throughout wet pipe sprinkler systems areas and in enclosures for valves controlling water supplies to sprinkler systems. ( 1 This drawing and the information and design application herein contained is the property of SimplexGrinnell and/or its subsidiaries and is loaned upon the express conditions that the some be returned to SimplexGrinnell upon request; all information / herein contained shall be treated as secret and confidential; no reproduction / of this drawing or any part thereof shall be made without the written consent of SimplexGrinnell. MATERIAL SPECIFICATIONS ITEM MATERIAL TYPE FINISH BRANCH LINE PIPING STEEL SCH 10 GALV. DROP NIPPLES STEEL SCH.40 GALV. MAIN PIPING STEEL SCH 10 GALV. UNDERGROUND PIPING LINE FITTINGS MALEABLE THREADED GALV. MAIN FITTINGS MALEABLE GROOVED GALV. HANGERS STEEL I I (,Al V SPRINKLER SUMMARY ORIF I TEMP I FINISH I CANOPY I SYMB I OTY A 7-17-07 ORIGINAL SUBMISSION TO SANFORD TAL THIS SHEET I REV DATE DESCRIPTION 'IC - 57# JAL - 47# HYDRAULIC DESIGN DATA A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS SCH-10—GALV RRANCHES SCH-10—GALV '-SPRINKLER ORIFICE 17/32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 16 DENSITY -Z0 G.P.M./ 1950 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 411.6 G.P.M. PRESSURE 36.7 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 661.6 G.P.M. PRESSURE 4-4.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. THE ROOF SPRINKLE=R SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A ANT WATER. FLOW TEST DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE ,ONDUCTED 8-3-07 PROVIDED. TIME: 9 .AM ALL PIPE TO BE GALVANIZED. STATIC 57# RESIDUAL. - 47# - 'LOWING 1020 GPM NG 1020 GPM SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA wl TAMPER SWITCH & 4" DRY PIPE VA 1 EXTERNAL RESETTING wl TRIM FOR AIR COMPRESSOR 1 RISER MTD AIR COMPRESSOR GAGES 1 MAIN DRAIN 3. 4" RISER TO 4" FEEDMAiN & 4" CKOS&JAiry @ CENTER OF BUILDING wl 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1'/ GROOVED TEES 4. 1'/2 BRANCHLINES W/ 1" WELDED OUTLETS TO i" SPRIGS & 1'/Z x 3/4 ADACAPS 5. INSPECTORS TEST CONNECTION @ END OF BUILD;NG r. t- o�a co < co co co Io -co . LU u' Iz x > �1 � U < — r-. m U cnLU STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN UMU MATERIAL SPECIFICATIONS ITEM MATERIAL TYPE FINISH BRANCH LINE PIPING STEEL SCH 10 GALV. DROP NIPPLES STEEL SCH.40 GALV. MAIN PIPING STEEL SCH 10 GALV. UNDERGROUND PIPING LINE FITTINGS MALEABLE THREADED GALV. MAIN FITTINGS MALEABLE GROOVED GALV. HANGERS STEEL I I (,Al V SPRINKLER SUMMARY ORIF I TEMP I FINISH I CANOPY I SYMB I OTY A 7-17-07 ORIGINAL SUBMISSION TO SANFORD TAL THIS SHEET I REV DATE DESCRIPTION 'IC - 57# JAL - 47# HYDRAULIC DESIGN DATA A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS SCH-10—GALV RRANCHES SCH-10—GALV '-SPRINKLER ORIFICE 17/32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 16 DENSITY -Z0 G.P.M./ 1950 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 411.6 G.P.M. PRESSURE 36.7 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 661.6 G.P.M. PRESSURE 4-4.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. THE ROOF SPRINKLE=R SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A ANT WATER. FLOW TEST DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE ,ONDUCTED 8-3-07 PROVIDED. TIME: 9 .AM ALL PIPE TO BE GALVANIZED. STATIC 57# RESIDUAL. - 47# - 'LOWING 1020 GPM NG 1020 GPM SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA wl TAMPER SWITCH & 4" DRY PIPE VA 1 EXTERNAL RESETTING wl TRIM FOR AIR COMPRESSOR 1 RISER MTD AIR COMPRESSOR GAGES 1 MAIN DRAIN 3. 4" RISER TO 4" FEEDMAiN & 4" CKOS&JAiry @ CENTER OF BUILDING wl 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1'/ GROOVED TEES 4. 1'/2 BRANCHLINES W/ 1" WELDED OUTLETS TO i" SPRIGS & 1'/Z x 3/4 ADACAPS 5. INSPECTORS TEST CONNECTION @ END OF BUILD;NG r. t- o�a co < co co co Io -co . LU u' Iz x > �1 � U < — r-. m U cnLU STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN UMU SPRINKLER SUMMARY ORIF I TEMP I FINISH I CANOPY I SYMB I OTY A 7-17-07 ORIGINAL SUBMISSION TO SANFORD TAL THIS SHEET I REV DATE DESCRIPTION 'IC - 57# JAL - 47# HYDRAULIC DESIGN DATA A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS SCH-10—GALV RRANCHES SCH-10—GALV '-SPRINKLER ORIFICE 17/32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 16 DENSITY -Z0 G.P.M./ 1950 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 411.6 G.P.M. PRESSURE 36.7 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 661.6 G.P.M. PRESSURE 4-4.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. THE ROOF SPRINKLE=R SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A ANT WATER. FLOW TEST DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE ,ONDUCTED 8-3-07 PROVIDED. TIME: 9 .AM ALL PIPE TO BE GALVANIZED. STATIC 57# RESIDUAL. - 47# - 'LOWING 1020 GPM NG 1020 GPM SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA wl TAMPER SWITCH & 4" DRY PIPE VA 1 EXTERNAL RESETTING wl TRIM FOR AIR COMPRESSOR 1 RISER MTD AIR COMPRESSOR GAGES 1 MAIN DRAIN 3. 4" RISER TO 4" FEEDMAiN & 4" CKOS&JAiry @ CENTER OF BUILDING wl 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1'/ GROOVED TEES 4. 1'/2 BRANCHLINES W/ 1" WELDED OUTLETS TO i" SPRIGS & 1'/Z x 3/4 ADACAPS 5. INSPECTORS TEST CONNECTION @ END OF BUILD;NG r. t- o�a co < co co co Io -co . LU u' Iz x > �1 � U < — r-. m U cnLU STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN UMU THE ROOF SPRINKLE=R SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A ANT WATER. FLOW TEST DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE ,ONDUCTED 8-3-07 PROVIDED. TIME: 9 .AM ALL PIPE TO BE GALVANIZED. STATIC 57# RESIDUAL. - 47# - 'LOWING 1020 GPM NG 1020 GPM SCOPE OF WORK THIS SHEET 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA wl TAMPER SWITCH & 4" DRY PIPE VA 1 EXTERNAL RESETTING wl TRIM FOR AIR COMPRESSOR 1 RISER MTD AIR COMPRESSOR GAGES 1 MAIN DRAIN 3. 4" RISER TO 4" FEEDMAiN & 4" CKOS&JAiry @ CENTER OF BUILDING wl 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1'/ GROOVED TEES 4. 1'/2 BRANCHLINES W/ 1" WELDED OUTLETS TO i" SPRIGS & 1'/Z x 3/4 ADACAPS 5. INSPECTORS TEST CONNECTION @ END OF BUILD;NG r. t- o�a co < co co co Io -co . LU u' Iz x > �1 � U < — r-. m U cnLU STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN UMU T�TV SIMPLEX SIMPLEX GRINNELI, 1H FIRE PROTECTION BRANCH OFFICE CONTRACT NAME (+ M 84LUMBER 3050 MELLOW1 I E AVE SANFORD FLORIDA REVIEW AGENCY SANFORD 'SCALE: 1/g"-1'-0" CONTRACT WITH PIERCE HARDY LP DESCRIPTION STORAGE SHED DRAWN BY G. KUEBLER t yC o Fire Securities S I N1 P LE X G R I N N E L Fire Protection SYSTEM DESIGN DATA HAZARD ORDINARY HAZARD GROUP II CLASSIF1CATtON CHECKED BY SYSTEM AREA 12,000 SOFT. AREA SYSTEM TYPE DRY 262 GAL DENSITY 20 GPM/SQ.FT. AREA OF APPLICATION I SQ.FT. DATE 7— 20- 07 INSIDE HOSE ALLOWANCE 0 GPM OUTSIDE HOSE ALLOWANCE 250 GPM DRAWING NO. FPOF G TOTAL SYSTEM GPM AT PSI AT GK WATER SUPPLY 65 PSI 51 1020 GPM STATIC PRESS. RESID PRESS. CONTRACT NO. 7 929798®01 BY WATER � PPLY CONNECTION TO CITY MAIN DRY I N S P TES T 0,, 10 CONNECTION 4 3'(SEE DETAIL) - _C 3v -u 3 7'-6' " T-6' 7'-6" 15'-0" 7'-6" 7'-6' 15'-0' 7'-6' 7'-6' 15-00 T-6' 7'-6" 15-0" 7'-6" 7'-6' 15'-0" 7'-6" 7'-6" 15'-0" 7'-C 7'-6" 15-0" 7'-6" 7'-6" 15'-0' 7'-6" 7'-6" 15'-C" 7'-6" cq � N O Q N p Q N O (i , N O A N O !'1 N O O N O N O N O N O N O N O N O Q N O Q N O Q I J r J r I J J J I J o J CO J o J 00 o JQ ; JQ o JQ t JQ o JQ o JQr JQ� COJ° �' J o J (o w ro �— ro CO0C� �O — — (� �O C� �° — — �O — — C� �O — — �O — — �O — - _ �° C — �O — — -co �o — �o ro I ro ro + Q + Q��o^ Q + Q�� + Q + Q��2 + Q�� + Q� + Qua + Q�`C� + Q C! + Q��a + Q Cam+ -Q��a + — .— QQG + Qom, } — I — -n + — — �� — o �ry _ _ CD I N — Ill, — — — T — — — — — — '�� — — — j O� — — �1 `L — — j O —ry — L — - — — — �� — — �ry t — ^� — — — — — N .d- O N w O N v O N .0-O N O N �r O N er O N �r O N v O N N O N d- O� N v O N v O N O N Q� N d- L+ + + I 4 �4 4 r� 4 4 T �� 4 4 �� 4 4 �� 4 4 �� 4 4 �� 4 40+ 15- 5 �� 4 4 �� 4 �� 4 �� 4 4 I �� 4I 4 �� 4 4� 4 Q4 C �� B �� 0+ 15- A �� 4 F 4 4 4 .4 '1� '{_ S-9 l� — �1-4 — 2-�--�3-(1- — 8-4-v- ! 14-1} 1-8- 0 I�-0 18- 11,E -- —� �-1-0--� — �xc �xc x cxc cxc - - - �x�- >�;xc - - c c -- _cxc CXG xC- _Cx-c -c -CxC - �: - x� - ---xc_ c c G - cx-c ZX 0+1 -1 2�_ I I J �' J J J J J J �� l"' I J 1 �L 'n O n �-� N O firr-- +� N O !� O fir- +� N O !� fir- +� N O �'� N� O +� N O +� N O !� +� N O _ +� +� !� (V '� \r_ '� \r_ '� `- \ \ '� Q , Q , �1 IV Q !1 3 Q ft O Q f1 3 \� Q d !1v `C ,, !1v `C d v `Q O ry-� !1� Q ,, !1� Q ,, O(y� `C , ( Q ,, I ry-� !i� `C ,� `C ,, I� Q 4 Q d w v Q ., Q ,. I Q ,, 1 c� O Q ,, V V N O V N O V3 N O op J GjQ` 00 J InQ` 00 J GJQ� o� v lCS ^'�Q` a0 �JQ`'.^ o� (D JQ�', Pq 1Q�� a0 (D ^'�Q` �� N O Q-� N O -� N O + + + t I r 0 0 J J 1 J J J Q I J N oo cr, �'� N oo �'` N ao cfl �'' + N o J N o J I J i I Q ao oo co Q >\ I J Q '\ I J Q I J Q i J Q J C� J JQ G JQ IG J' C� J "`� — — �v N — — v �� — — —v — — — Q G — — Q G °' _ C� �° oo — C� .- — — °° co ��' + — °' G + O° v + °° �� 0 �� — °° �� + � ro Q Q > Qom' ��°� Qom' Q �� +- Q�' -+ + * �� +icv — Q -t� Q +- Q �, +{ Q:; + Q Q Q Q .� ICD N O —N O — — -N O I N1 O N O N O N O N O N O N O N O N O t N O — — N O— - — — — — — — I — — _- _ — — — I C.,o o o o I I I I N O N O N O N O N o N IUO I co,I 00 OO OO OO 00 OO Op 00 - - - -- - -- -- -- - -- -- --- - - -i- - - -- - - -, - -c CO GENERAL NOTES: 1. ALL PIPE TO BE GALVANIZED �1 4 � 6 ELEC BELL 120 VAC SHEET 4 OF 6 BLDG #3 10,000 SO. FT. STORAGE BUILDING 4" DRY PIPE VALVE GxG TYCO/GEM MOD DPV-1 WATER PRESS SW MOD PS10A HI/1-0 AIR SW MOD PS40 STD TRIM (4 PSI FIXED LOSS @ 1000 GPM) 4" BUTTERFLY VALVE W/ TAMPER 6"x4" GROOVED REDUCER AIR COMPRESSOR/MODEL OL335-50AC - I SYSTEM CAPACITY=330 GALLONS SECTION "B - B" N.T.S. 1'2 1+ , 6-0 -4 1- 5 - SLOPE LINE DOWN SLOPE LIN OWN 1 0 RISER NIPPLE 1" TO R NIPPLE SECTION "A —A" Hanger No. 9-S Top Beam C-C1amp 111 - ^ T l I--! n n��I� "7==" STORAGE SHED #2 / BLDG 5 DRY PIPE SPRINKLER PIPING PLAN SCALE: 1 /8"=1'-O" SHEET 3 OF 6 SHE OF 6 BLDG #2 BLDG #1 / 20,000 SO. FT. - LLWORK BUILDING 12,000 SO. FT. B LD G RETAIL / OFFIC S GE OUG I II 0 0 T- ' 8 co 8 c 8 145-0 90-0 , -- 135 FIRE HYDRANT STATIC - 57# RESIDUAL - 47# LU a_ Z 2 LLJQ cnC�o o a- 0ZQ,a- c� O >a-o W Y 060LLJ I , Uofro 71ES� m � � o HYDRANT WATER FLOW TEST i8 CONDUCTED 8-3-07 I b6o TIME: 9 AM toRESIDUAL STATIC - 57# DC DC1 RES I DUAL - 47# FLOWING 1020 GPM HYDRAULIC DESIGN DATA A.H.J. SANFORD DESIGN STD. NFPA-13 PIPE TYPES MAINS SCH-10-GALV ANCHES SCH-10-GALV RINKLER ORIFICE 17 32" K= 8.0 AREA LOCATION OVERHEAD # OF FLOWING SPRINKLERS 16 DENSITY -20 G. P.M. 1950 SQ.FT. REMOTE AREA 1 SQ.FT. DEMAND AT BASE OF RISER FLOW 411.6 G. P. M. PRESSURE 36.7 P.S.I. INSIDE HOSE STREAM 0 G.P.M. DEMAND AT SOURCE CONNECTION FLOW 661.6 G.P.M. PRESSURE 44.1 P.S.I. OUTSIDE HOSE STREAM 250 G.P.M. THE ROOF SPRINKLER SYSTEMS HAVE BEEN DESIGNED PER NFPA 13 ORDINARY GROUP 2 REQUIREMENTS. THE DESIGN DENSITY SHALL BE .20 GPM/SQFT OVER THE MOST REMOTE 1950 (1500 + 30%) SQ FT AREA FOR A DRY SYSTEM. A 250 GPM HOSE ALLOWANCE SHALL BE PROVIDED. ALL PIPE TO BE GALVANIZED. 0 00 Ln ti &TE PLAN 0!Il1111�I' SCOPE OF WORK THIS SHEET --T) 1. SIMPLEX GRINNELL TO BEGIN @ 6" FLG LOCATED 1-0 AFF IN BLDG #1 2. INSTALL NEW 6"x4" GROOVED REDUCED RISE TO 4" BUTTERFLY VA w/ TAMPER SWITCH & 4" DRY PIPE VA / EXTERNAL RESETTING w/ TRIM FOR AIR COMPRESSOR / RISER MI-D AIR COMPRESSOR GAGES / MAIN DRAIN 6 3. 4" RISER TO 4" FEEDMAIN & 4" CROSSMAIN @ CENTER OF BUILDING w/ 1'/2 WOT FOR 1'/2 RISER NIPPLES w/ 1 %2 GROOVED TEES UG4 25-0 I � „ . i THIS SHEET / SH 5 OF 6 4. 1'/z BRANCHLINES W/ 1 WELDED OUTLETS TO 1 `SPRIGS & 1'/2x 3/4ADACAPS "0 12,000 SO. FT. STORAGE SHED 1 / BLDG #4 5. INSPECTORS TEST CONNECTION @ END OF BUILDING N_ 00 - - CO Q N co FLOWING 1020 GPM c' o M cn�N' M .W LL 6 � r 9 ES- — --- C 25-0 S H 6 OF 6 i m i cv n RECEIVED CITY OF S FORD PERMIT APPLICATION Ct 1 i1 1 Z00 r ,, ,v C c2�I%ram o �� i 77 .3,� � Application ff :7 _ Subnlittal Dale: Job Address: J aJ0 M�IIa /j�/1 I e Ave T v 1 Value of Norte: Parcel 1D: 6� ' �� 3 �d 6616 I ' d f)C �Z"oni�n�g: Historic District: J Description of Work: __,Alt Q-LQr/t'� � � L��1_ Square Footage: ....................................................... . Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ FireSprittktcr/Alur )4 [loot ❑ Sign ❑ Electrical: Ncw Service — 9 of AMPS _, Addition/Alteration ❑ Change of Servicc ❑ Temporary Pole ❑ Nechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Require(l) Plumbing/ New Commercial: rJ of Fixtures ff of' Water & Sewer Lines __. Il of Gas Lines _. Plumbing/New Residential: N of Water Closets J. Plumbing Repair - Residential ❑ Commercial ❑ Occupaney `Cype: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: _ It of Stories:.-_ # of Dwelling Units: Flood Zone: (FENIA fond required ) `..,./......... ...........................................................-.}�................. ..... Property Owner: �J�{�1P2i' ? /T S�},JFr2D Contractor: ul" 5t-o-veI Address: 1240 Address: 316d cfVU a<< Cmme- �vo� 5�4/4 FyI'�-D � E(- 3Z�Ry 1�e 3� 4 r ano� �- 3 2 $oG, - Phone: E-mail: Phone:�/ 7-7/2-q 7StateLicenseNumber: EF(4�OQ qso Bonding Company: Address: Nlortgage Lender: Address: Phone: Addeeys� �� _ Fax: Plan Review Contact, f: Phone: _ Fax: E-mail: J:y _. .. i`I pu, sltc<< ishereby if J o'o -tin it permit to do the work and installations as indicated. [ certify that no work or installation has commenced prior to tho issuance of a perrnn and d)i>;t a., work will be perlbrmed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate pertni( ti' t:if be secured for ELECTRICAL, WORK, PLUMBING, SIGNS, WELLS, POOLS, FUKNACES, BOILEKS, HEATERS, TANKS, and Cif-dERS, etc. OWNER'S AFFIDAVIT: I certify that,all of the foregoing intotntation is accurate and than all work will be done in cornplianec with all applicable laws regulating WARNING TO E}A'i f,h :`r1-)iUR FAILURE: -1'0 RECORD A tOIICEj<`OF COMNIENCEMEAFf MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR f'itOPERTY. A NOTICE OF COMNILINCHMENT MUST BE RECORDED AND NOS,fED ON 'fItE JOB SIZE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to (Iris property that may be found in the public records of this county, and there may be additional permits required from other governmental cutities such as watcf management districts, slate agencies, or Icdcral agencies. Acceptance of permit is verification that I will notify the owner of the ploper yy f t e rc luireutennts ofl t rich ian Law, FS 713./ Signature (TvnedAgent Date Signature of Contractor/Agent Date of DJd Print Owner/Agent's Natne Print -C-o ittr, cc Agent's Name Signature ofNotary-State of Florida Dale Signature kotary-Statc�ol Florida Date Ylxr p4,, Notary Public State of Florida Nancy E Gibson 4 My Commission 00510591 Nor aO Expires 03/28/2010 Owner/Agent is _____ Personally Known to Me or Contractor/Agar is rxttkycrPv7 Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD. � L:NG: BLDG:_.- Special Conditions: — Rev 07.07 Gu. 4 . I is I ;IT I 1� T iMr-. 1 SITE KEY PLAN • 00 E— I o e E 12000 SO. FT. STORAGE SHED BUILDING - 4 1Z000 SO. FT. STORAGE SHED BUILDING DOOR CART j DCART OOR - DOO-R DOOR DOOR DOOR DOOR RT _ CART CART CART CART DOOR _ _ CRT I_ CART DOOR DOOR CART DOOR DOOR DOOR DOOR DOODOORRT _ CART _ CART CART _ CARR CART DCACART OOT D' ODOR - L_�COART CART DOOR ��RT DOOR DOOR DOOR DOOR - DOOR DOOR -- DOOR DOOR DOOR DOOR DOOR CART CART CART CART CART CART CART CART CART CART CART DOOR �= DOOR - DOOR DOOR DOOR DOOR DOOR - DOOR - DOOR I DOOR CACART CART CART CART CART CART - CART CART CART P 150CD 150CD CLG-24' CLG-24' I CLG-24' 84 Lumber Mellonville Avenue Sanford, FL 32771 General Fire Alarm Evacuation System Scope of work: Install a new addressable fire alarm panel in the main retail building 1 that extends to buildings 2, 3, 4, and S, The system shall monitor the sprinkter systems, manual pull stations, and hvac duct smoke detectors, Audible and visible occupant notification shall be provided, The system shall be monitored by a UL listed ADT Monitoring Center The system shall be installed to meet all Local, City, & State codes W - Q Y LG-. 2 C)Q ail of LLJ < �_ 11 00 �!I 21 75CD �x ` _ C w� TO FCP OQ� Q CO CI = YI w`v �Up 0 Q m1 < col SZ 150CD jCiR -•8' C EDL 150CD C —X SHEET #FA1 = BLGD 1 & 3 FIRE ALARM LAYOUT SHEET #FA2 = BLDG 2 FIRE ALARM LAYOUT SHEET #FA3 = BLDG 4 & 5 FIRE ALARM LAYOUT SHEET #FA4 = FIRE ALARM RISER & BATTERY CALCS P 1 CLG-12' 1 CC 0 150CD C .. �a Q. v i I qj Qom] �, li IU i — .. . . MENS ` RESTROOM FCP 30CD Z 75CD CIR-1 FUTURE OFFICE 75CD a �; �C EOL �C WOMENS i RESTROOM PB-2 . . CIR-1A q� I Q Q 30CD •• EOL 150CD 150CD TO PB 10 10 30CD C C CUBICAL UBICAL CUBICAL CUBIC L CUBICAL I DOOR DOOR DOOR DOOR DOOR DOOR I DOOR DOOR CUBICAL �LIBIca.L L BIcaL CUBICAL U STORAGE BREAK : ROOM AIR CART CART CART CART CART CART CART CART �� d�� IQ' �' Q I OFFICE DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR I z I BOOKCASE c CART CART CART CART CART CART CART CART CART �, LUo CLG 75CD RI RI 75CD I�I �o 1 ? C CR i • • C CLG-9' z L DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR �� o r CART CART CART CART CART CART CART CART CART r', _ 7'." af OCD - 3 � - _,�7• 7 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR uio Q00 I 0 0CART CART CART CART CART C RT CART CART CART CLG-18 7 VC CONDUIT _ I AL CUBICAL CJ�BICA.L CUBICAL r- - - CUBICAL CUBICAL CUBICAL IT P REVIEWED �t a_ y �); � �' � fi/� �fJ : Senfer Eire rev Div, 10000 SQ FT STORAGE BUILDING BUILDING -3 SPRINKLER - RISER ROOM 12000 SQ MAIN BUILDING '::RETAIL AND OFFICES BUILDING —1 CLG-18' x- 150CD C TO FCP Z D 0 U 36" CCU TER TO FCP MANAGER'S RI RI OFFICE C i CPF 7 D 3z C 75CD o 2 Q TO FCP ;ICAL [FCP9SS VERIFY LOCATION AND MOUNTING REQUIREMENTS WITH FIRE DEPARTMENT 1' PVC CONDUIT TO BLDG-2 TO BLDGS-4&5 TO BLDG-3 7 1' PVC CONDUIT ENGINEERING 0, GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SAN FO RD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 N CAI � ?-1 �r�1 r--1 O (� v1 • r--•1 Scale: 1 /8"=11-011 Date: 04/12/07 Designer: BRS Drawn By: RDH Checked: Checked: REVISIONS: BY I REV. I DATE I NOTES: EA-1 SHEET NO: 1 OF 4 ,fl.000 SO. Fr. S7PA(X BUILDING BUILDING-3 BUILDING - 2 ButnNo-i m 4x20 SITE KEY PLAN SCALES 1°=100` BUILDING - 4 C BUILDING - 5 OPEN T-SHED STORAG= BUILDING #4 I- EOL OFEr, r SHEo STORAGE eUiLoiNc #5 -i--- -- -- p Ss TO FCP 1° PVC CON 75CD SPRINKLER RISER ROOM — I OPEN I -SHED STORAGE BUILD NG 4x20 4x8 4x 10 4x 1 2 4x 1 4 4x 1 6 4x20 4x8 4x8 ��.. .. .. �.. .. .. .. Imo.. .. .. ..� .. .. .. ..� .. _ z 4x8 4x8 -1E Ss — I 7SPRINKLERT�� 11 —1 F `✓/ 75CD J OPEN T-SHED STORAGE BUILDING ENGINEERING i �J 1' PVC CONDI GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 o o b Scale: 1/8"=1'-0" Date: 04/12/07 Designer: BRS j Drawn By: RDH Checked: Checked: REVISIONS: I BY I REV. DATE I NOTES: FA-3 SHEET NO: 3 OF 4 . -- _ _u_ __�_ - _ _ W,_ __ __� __-, .- r� L Sequence of operation Remote Station Local Device Alarm Supervisory Trouble Annunciator Horn/strobes Relay Water Flow x x x Tamper Sw itch x x Air Sw itch x x Smoke Detector x x x Ulanual Pull x Ix Ix Duct Detector I x i x Unit Shutdow n System Trouble I I I x x System Outline I. Location 84 Lumber Mellonville Ave. & Catapult Rd. Sanford FL 32771 II. Codes A. 2002 NFPA 72 Chapters 1-10 as Applicable(Remote Station) B. 2002 NEC Articles 250, 725, 760 C. Local, City, State III. Control A. 1 Unlrrad..a 2000DLS Fie Alarm Control B. 3 AL1002UL-ADA-J ADA w0 V Power Booster t r 1 A 24 DC V. Fre Alarm Initiating Devices A. 12 BG-12LX Manual Pull Station Addressable B. 4 SD355 Smoke Detector Photo C. 5 Water Flow Connection Only, Provided by Others D. 5 Tamper Sw itch Connection Only, Provided by Others E. 2 Air Pressure Connection Only, Provided by Others F. 4 D350PL Duct Smoke Detector V. Fire Alarm Indicating Devices A_ 1 LCD-80F Annunciator LCD B. 11 PC2WH-150 Ceiling Horn strobe w hite 24VDC 150CD C. 4 SCWH-150 Ceiling Strobe w hite 24VDC 150CD D - 4 FCZW 115 Ce irn Horn strobe white 24VDC 115CD i' 9 E. 4 SCW-115 Ceiling Strobe w hite 24VDC 115CD F. 3 P2W-30 Wall Horn strobe w hite 24VDC 30CD G. 7 SCW-75 Ceiling Strobe w hite 24VDC 75CD H 11 PC2W75 Ceiling Horn strobe w hite 24VDC 750D I. 4 W-30 S Wall white Strobe w 4V S t 24VDC 30 CD J. 12 P2RK-75 Wall Horn strobe Red 24VDC 75CD Weather proof VI. Zones All devices are addressable w i th there ow n adddress 1-159 detector addresses 1-159 module addresses SLC Loop is style 4 v II. Wiring All Circuits and Wiring Shall be "Power Limited" SLC Circuits Shall be 16/2 Sheilded U.L. FPLP Cable Initiating Zones Shall be 18/2 or 1814 U.L. FPLP Cable Indicatin9 Circuits Shall be 14/2 U.L.Cable b le System Ground Shall be 14 THWN Green Conductor Under Ground and Outside Wire shall be 14 THWN in Approved Raceway Vill. Listings A. All Equipment Shall Be U.L. Listed and Compatible iX. Power Supply A. Primary - 110 VAC Dedicated 20 Amp Circuit B. Secondary - 12 Amp Hour Battery X. Alarm Supervision A. Human B. Remote Station Installing Branch/Contractor ADT Fire & Security ADTTvoo Fire & Security 14200 E Exposition Blvd. 803 S Orlando Ave Ste J Aurora, CO 80012 VMfiter ?ark, FL 32789 '303) 338-8200 (407) 628-4985 S994-183 UUFX Dedicated 120 VAC Dedicated 120 VAC Dedicated 120 VAC 20 Amp Circuit(Locked) 20 Amp Circuit(Locked) 20 Amp Circuit(Locked) Standby Battery Calculations Unimode 20OUDLS 84 Lumber Sarrord FL327r1 :;..,1 i..;, : Statdb Y..< : Current harm rem ur t „: ................. ,. L_.., . Pa : Vuki bet „<_, ,.,:., .., , , rt,� , _ _.:.. ,r., ._ . , :: Desccl ion ua _. nt - , Device_ : p _ ,, , :, , __,,, ,» Q ,, .:., .. r, , f' 1€ Dev1c .a , ,• ,. v . ,_.,r;De ee.., Ait:Devlces. ,, , Unimode 2000tXS Fre .Alarm Control 1 0.255000 Q255000 0.325000 0.325000 LCD-80F Annunciator LCD 1 0.025000 0.025000 0.064000 0.064000 SD355 Smoke Detector Photo 4 0.000300 0.001200 0.000300 0.001200 3G-1212Y Manual Fall Station Addressable 12 0.000230 0.002760 0.00020C 0.002400 MDF -300 Monitor Module Cual Input 5 0.000750 0.003750 0.00040C 0.002000 CM;- -300 control tvlodule NAc Circuit 6 o.00a39a 0 00 34o a.00 3o 0 0.002340 D350PL Duct Smoke Detector 4 0.000300 0.001200 0.000300 0.001200 CRF-300 Control Module Relay 2 0.000270 0.000540 0.00027C 0.000540 RTS451 Remote Test & Reset Sw itch 4 0.000000 0.000000 0.007500 0.030000 MMF-300 Monitor Module Single input 2 0.000400 0.000800 0.000400 0.000800 0.000000 0.000000 0.000000 0.000000 Total Aux currrent Max 3 Amps 0.293 Alarm 0.429 Signal Circuits iCvlde ;: arc ant ; , ., .;. Dgvlce v,:= Ouantttyr „, , ..... :.... Per All [fir eces,; arcuit 1 PC2W--75 4 0.176 . O.r �04 SCW-75 1 0.158 0.158 SW-30 4 0.094 0.376 P2W-30 2 0.107 0.214 Total 1 Maximum 2.5 Amps 1.452 arcuit 2 FC2WH-150 2 0.259 0.518 SCWH1150 2 0.246 0.492 0.000 0.000 Total 2 Maximum 2.5 A s mp 1.010 arcuit 3 SCW-75 2 0.158 0.316 PC2W--75 1 0.176 0.176 FC2WH-150 1 0.259 0.259 0.000 Total 3 Maximum 2.5 Amps 0.751 arcuit 4 0.000 0.000 0.000 0.000 Total 4 Maximum 2.5 Amps 0.000 Totals Maximum 6 Amps 3.213 Circuit 1 Circuit 2 Circuit 3 Circuit 4 Max Wire Run Dstance For AWG 14 449 645 867 Actual Wire run Distance 375 285 325 Voltage Drop for 14 AWG w ire 3.343 1.767 1.499 Voltage Drop = 2 ` Wire Run Distance " 3.07 Ohms Per 1000 ft 14 AVVG ` Total Current for Circuit / 1000 Standby Hours 24 Standby Battery Draw 0.293 Standbv Amp Its 7.022 Alain Current 3.642 Alarm Current 5 Min 0.302 Battery Size Required w ith 5 Min. Alarm Time and 209-5 Reserve 8.789 Batten: Size Supplied Standby Battery Calculations Altronix AL1002ULADA #1 84 Lumber Sanfc d FL 327 r 1 u .t StaRcib urren Alar ,,,, m r Curren , I i 'a Nur6er r" ., n_. ft Desc rofrer Q .Per Dti r � All v De ices Fir Devr e AlrDav res AL1002UL-ADA-J ADA Power Booster 10A 24VCC 1 0 t .090 0.090 90 0.1r5 i 0.1 5 ila, ,devicx:biaximum3: X:i , ., <;, . .:,:,. ,< ,; ;:" ,-,: .,:...,:Aux A s,<,,r ,,.:,,: rtr 0.000 0.000 0.00o 0.000 Total Aux cures, ent N1ax 3 AmDs 0.0�?o Alarm 0.175 Signal Circuits I ;;A arm. purr €;: a,. ....., ,:.i ,Cji. ...,,, .,, _, .::. a. , .._ ... tom......:.. ._.. .._. _....., ua . , c itI.CZ n ,. PerD�vrc $,Cevi tty A c.� ar ctat I FC'2V 150 1 0 259 - 0.209 FC2W-115 2 0.218 0.436 SCW-115 1 0.210 0.210 P2W 30 1 0 10r 0.107 ,. ,,, _..,.,, 1.a12 Grout 18 FC2WH 150 1 0-259 0259 PC2W-115 2 0.218 0.436 SCW-115 2 0.210 0.42C Total Vlaxinum2.5Amps 2.12,7 Circuit 2A PCZAVH-150 2 0.259 0.518 SC, VI-I-150 2 0.246 0.492 SCW-115 1 0.210 0.210 .:: ., .,....,.11 1 ........:. . ......: ......:.: .... ..... . _..;:. _.::: 1.220 Circuit 2B SCW-75 1 0.158 0.153 FC2W- r 5 2 0.176 6 0.352 0.000 0.000 Total2 Maxirrum2.5Amps 1.730 arcut 3A SCW-75 3 0.158 0.474 FC2W-75 4 0.175 0.704 „' .. .:. . . ..... .' .,, , .. ,,;, _,. ,. ,. ..:;. .,.., ,. -r;......., L :. i ....... r.l . ... , .. ;. . , ...11.,.,. ,... 1.178 Circuit 3B . i ,..... __. .:............ . .. ... :..: ... .... : ..... ..', ...... ,, L..- .. ,: , .. ,1111 0 000 Total Maxirrum2.5Amps 1.178 Circuit 4A ,:. Circuit 4B _ .:. . .. .:.t;l ,. Total 4 Maxirnum2.5 Amps 0.000 Totals Maximum 10 Amps 5.035 Circut1A Circuit2A Circuit3A arcuit4A Max Wire Run Distance For AWG 14 644 534 553 Actual Wire run Distance 253 455 404 Voltage Drop for 14 AWG wire 1.572 3.409 2.922 Circut 15 Circuit 2B Circuit 38 arcuit 4B Max'Alre Run Distance For AWG 14 534 1277 Actual Wre run Distance 325 200 Voltage Drop for 14 AWG wire 2.225 0.625 Voltage Drop = 2 *Wre Run Distance' 3.07 Chns Per 1000 ft 14 AWG' Total Current for Circuit 1 1000 Calculations are based on a minimum supoNi voltage of 20.4 Volts Standby Hours 24 and a ninimumvoltage at the end of line of 16 Volts. Standby Battery Draw 0.090 Calculations assume that all devices are atthe end of the line. Standbv Amv H;s 2.160 Alarm Current 5.210 Alarm Current 5 N5n 0.432 Ste Required lBattery with 5 kin. Alarm Tirre and 20°G Reserve 3.111 Battery -Sze suopiied 7 .A.H �� Tarr I Leget= I I zcture/Part Number Mounting Requirements Surface Mounted enctosure provided E 2000DLS Top 72' AFF conduit to ceiling Custom backbox provided, )F 60' AFF conduit to ceiling 4' square deep box 4' square deep box , MMF301 Single Gang, 3.5' Octagon or 4' Sq, Box in the ceiting Deep Single Gang Box 48' AFF to x Center, Conduit to ceiling 4' square deep box to 1/2' Ftex to 4' Square Box 1 Sensor Single Gang Box Conduit to Ceiling d by others d by others 1/2' Flex to Deep 4' square box Conduit to ceiling Ix Surface mounted enclosure provided JL-ADA Top 72' AFF conduit to ceiling i Sensor SW Single or doub(e Gang, 4' square box :andeUa 80' AFF to top of box i Sensor SCW Single or double Gang, 4' square box andella Mounted to the ceiting i Sensor P2W Single or double Gang, 4' square box :andella 80' AFF to top of box i Sensor PC2W Single or double Gang, 4' square box Mounted to the ceiling i Sensor P2RK Surface mounted enctosure provided andetta System Sensor #WBB t Local. Fire Consult Local Fire Department :cent for Type For Mounting Requirments d by others 1/2' FLex to Deep 4' square box Conduit to ceiling �P-30 or FAS-2-033HC 4' Square box mounted to the wall. 4' Deep square box 0 Standby Battery Calculations Altronix AL1002ULADA #2 84 Lumber Sanford FL 327 r 1 a St ndb Currant F1 arrr Cu re Y n „. :PartNurrher :Eescrtof6n _uantr re v •tea; . r De rce A$ Dee rc es Rer.Devi .,...:r11ED tY e r..es _ AL1002UL-ADA-J ADA Power Booster 10: a t A 24VDC 1 0 090 0.090 C 0.175 0.175 ,: Aux ry.d evrcesM, ,.; :, :. 0.000 0.000 0.000 0.000 Total Aux curt, ent Max 3 Amps 0.090 Alarm 0.175 Signal Circuits `,' ,':. .�.,. .,. Alarm.: r e Cu.r nt„ rc v De ices u rntl Q t Ylj��Evr A ivo II DR.v si: Grcuit 1A FC2VVK150 4 0.259 1.036}. _ 0.000 _,; , ,,.r,,:.,.< s' .is , : i. 1.0 36 Circuit 1 B Total 1 Maximum 2.5 Amps 1.036 Circuit 2A ,,_ Circuit 28 ' .: 0.000 Total Maxirrum2.5Arps 0.000 Circuit 3A ._ ;:;o.000 :,. . _ • 1_-;I ,, .. .: Circuit 36 .. , .............:_ ... ,..:.. 0.000 t Max imu m 2.5 A s rip 0.000 arcuit 4A :. .... .... ... .: .... . .. . .< Circuit 46 ... , ... , ..., ...,: .,.,, . .., .,. ": ;: Total 4 Maximum 2.5 Amps o.000 Totals Maximum I D Arms 1.036 Circuit I Circuit 2A arcuit 3A arcuit 4A Max Wre Run Distance For AWG 14 629 Actual Wre run Distance 307 Voltage Drop for 14 AWG wire 1.953 arcuit 1 B arcuit 2B arcuit 3B Circuit 4B Max Ofire Run Distance For AWG 14 Actual Wire run Distance Voltage Drop for 14 AWG wire Voltage Drop = 2 ` Wire Run Distance' 3.07 Ohms Per 1000 ft 14 AWG "Total Current for circuit 1 1000 Calculations are based on a mnirrum supply voltage of 20.4 Volts Standby Hours 24 and a rrnimumvottage atthe end of line of 15 Volts. Standby Battery Draw 0.090 Calculations assume that all devices are at the end of the line. Standby Amp Hrs 2.160 Alarm Current 1.211 Alarm Current 5 Min 0.101 Battery Size Required with 5 Min. Alarm rce and 20% Reserve 2.713 Battery Size Supplied 7 A. Notes: 1. Horns and Strobes are to be mounted 80" above the floor to bottom of unit or 5" down from ceiling to top of unit which ever is lower. Units noted with a "C" are to be ceiling mounted. 2. Manual Pull stations are to be mounted 48" above floor to top of unit. 3. All Devices are to be mounted on back boxes. 4. Wire is to be in conduit to the ceiling or fished in walls. 5. Connections to the power service Shall be on a dedicated branch circuit. The circuit and connections shall be mechanically protected. The power circuit shall be identified as "FIRE ALARM CIRCUIT CONTROL". The location of the disconnecting means shall be permanently identified at the fire alarm control unit. 6. Sprinkler system to be monitored through the building owners alarm system. 7. Actual wiring layout on floor plan is diagrammatic. 8. Make any changes necessary to zoning, device relocation, wiring, and construction as needed per as -built. 84 Lumber -- - --- -- -- - -- -- _ --- .. -- - -_ . Standard Fire Alarm Zoning --- - - - - _......_...--- __.._...._._-_____.---- Unimode 2000DLS Reporting Zone # Address J,Nurnber Device Soihvare Zone I Software Zone Software Zone Softwan Zone Software Zone NAC #1 ISystern sensor Sync I 1 1 2 1 NAC #2 ISystern sensor Sync 1 2 N:AC #3 ISystem sensor Sync I 1 2 NAC #4 ISystem sensor Sync I 1 2 Relay #1 jAlarm 1 2 Relay #2 ITrouble 1 4 Relay #3 ISupeNsory 1 3 Loop #1 IModule Addresses 160 1 lWater Flow Bldg 1 1 161 2 ISprinkler Tamper Switch Bldg 1 3 162 3 jPull Station Bldg 1 2 I 163 4 jPull Station Bldg 1 2 164 - - 5 jPull Station Bldg 1 2 ies I 6 jPull Station Bldg 1 2 1 1 155 7 llcull Station Bldg 1 2 1 1 167 8 Pull Station Bldg 1 2 1 1 I 168 9 HVAC #1 Shutdown Bldg 1 41 1 1 169 10 HVAC #2 Shutdown Bldg 1 42 170 11 Water Flow Bldg 2 1 171 12 Sprinkler Tamper Switch Bldg 2 3 172 13 Pull Station Bldg 2 2 173 14 Pull Station Bldg 2 2 174 15 Hom Control Bldg 2 1 2 175 15 Strobe Control Bldg 2 1 1 2 176 17 Water Fiow Bldg 3 1 177 18 Sprinkler Tamper Switch Bldg 3 3 17S 19 jPull Station Bldg 3 2 179 1 20 jPull Station Bldg 3 2 180 1 21 lHom Control Bldg 3 1 1 2 131 1 22 IStrobe Control Bldg 3 1 1 2 182 1 23 1 VJaterFlow Bldg 4 1 I I 183 1 24 ISprinklerTampe, Switch Bldg 4 3 1 I 1 184 1 25 ISprinkler Air Pressure Bldg 4 3 185 1 26 11cull Station Bldg 4 2 186 27 I Horn Control Bldg 4& 5 1 1 2 1 1 187 1 23 IStrobe Control Bldg 4& 5 1 1 2 1 133 1 29 lWate, Flow Bldg 5 1 189 1 30 ISprinkler Tamper Switch Bldg 5 3 190 1 31 ISpilinkler Air Pressure Bldg 5 3 191 1 32 jPull Station Bldg 5 2 Detector Addresses 001 1 ISmoke Detector at panel 2 002 2 JAHU #1 Supply Duct Detector 3 41 003 3 JAHU #1 Return Duct Detector 3 41 004 4 JAHU #2 Supply Duct Detector 3 42 005 5 JAHU #2 Retum Duct Detector 1 3 42 006 6 ISmoke Detector at PB Bldg 2 2 007 7 ISmoke Detector at PS Bldg 3 2 009 8 Smoke Detector at PS Bldg 4 1 2 Standby Battery Calculations Altronix AL1002ULADA #3 84 Lumber Sanford FL 3277 r 1 Stanch Curie Ala€m ii Y Cu e m nt :;a ct en = rt ».,. Dec fio r ,.. ..., : ,:; . ,1-1-11.1111.,,.., Ouan �r ee ce AlI Deno s Per Devrc11; AIt Devrc r_ 0 AL1002L_ ADA-J .ADA ifiw r e Booster t0A c'� 4VDC 1 0.090 0.090 0.175 0.175 ;I Auxla idevices4aximum3A' ry. 0.000 000 0.000 0.000 Total Aux current Ntax 3 Amps 0.090 Alarm 0.175 Signal Circuits Alarm : Current: .: .... G u t r, rc it11�- i0evrce Quart PenDeJice All'De ices'< -, _._... Circuit 1A P2RK 75 6 0.176 1.056 , .. _,.; ;: _ .... ;; ,_. . ... :...: ........: ..... ... . ,.::_ ,......, , .,. . _ , „ �t ...., :, :.d 1.056 Circuit 1 B Total 1 Maximum 2.5 Amps 1.056 Circuit 2A P2RK 75 6 0.176 1.056 .:., ... �, .... , .. ;.- ,„ r !! 1.056 Circuit 2B Total Maximum 2.5Amps 1.056 arcuit 3A . . ,. . ,. ,.;. .. , . .. .... .. ...�. . ,, , a. < . 0,000 arcuit 36 ,..,.:. ,:.. :;: o.000 Total 3 Maxirrum 2.5 Amps 0.000 arcuit4A _.: ,, , .. , ,,.. Circuit 4B - ; - ;;• _ .. _.. 0.000 Total 4 Maximum 2.5 Amps 0.000 Totals Maximum 10 Amps 2.112 arcuit 1A arcuit 2A arcuit 3A arcuit 4A Max Wire Run Distance For AVVG 14 617 617 Actual Wre run Distance 450 550 Voltage Drop for 14 AWG wire 2.918 3.5e6 arcuit 1 B arcuit 2B arcuit 3B arcuit 4B Max Wire Run Distance For AV1G 14 Actual Wire run Distance Voltage Drop for 14 AWG wire Voltage Crop = 2' Wre Run Distance ' 3.07 Ohms Per 1000 ft 14 AWG' Total Current for arcuit / 1000 I Calculations are based on a rnnirrvm supply voltage of 20.4 Volts Standby "ours 24 and a rrinirrumvoltage at the end of line of 16 Volts. Standby Battery Craw 0.090 calculations assume that all devices are at the end of the line. Standby Arrp l-rs 2.160 Alarm Current 2.2S7 Alarm Currents Nlin 0.190 Battery Size Required w i h 5 Nin. Alarm Time and 204/o Reserve 2.320 Battery Size Supplied 7 A.H ENGINEERING GCIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTON , MISSOURI 64133 TITLE: FIRE SYSTEM I RISER DIAGRAM FILE NO. A 84L-sA FORD i 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 C) 7 ... i � P Z; ,,, a) M� L J CCz.. r'-1 v rr �'�-'1 t � r--_1 •�> . r..t ;- ;...I ;_i d r__� ;� - m �( cV yr--i* P4 r� V1 �� I Scale: I NTS I I Date: 1 04/12/07 Designer: BRS I Drawn By: RDH I Checked: r Checked: € "s 3 REVISIONS: BY I REV. I DATE I NOTES. I FA- 4 SHEET NO: 4 OF 4 ,, -� - - �._� _. I I i I C T_P 4 - i i 20.OW Sa FT. I 10,0SO. FT. Ml1 LD G - G 0+J 1Zaso. FT. MW BULDHG STORAGE' BJUANG BULDN00 &JILEING-3 BUILDING-1 L7. SITE KEY PLAN SCALD 1" =100' BUILDING - 4 BUILDING - 5 WIN z U Q 0 4x8 4x10 4xl2 4xl4 4xl6 4x�0 i OPEN T—SHED STORAGE BUILDING T#l4 7 4x 1 6 n .. �.. Z. l OPEN T—SHED STORAGE BUILDINGS 4x20 l i CMF CMF Ss I FB 1" PVC CON AIR SS P ss zt 75CD I — 1 ISPRINKLER f RISER ROOM 4x8 4x 10 4x 12 4x 1 4 4x 1 4x20 m OPEN T—SHED STORAGE BUILDING 114 4,2iCI4x8I�A..J4<`� _ J r AIR SS 'pEffl SS IF SPRINKLER RISER ROOI,' 'P 75CD OPF N T—SHED STORAGE BUILDING ENGINEERING i -�J 1' PVC CONDI GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 N � Lo W m C:d o d 4o cc Scale: 1 /8"=1'-0" Date: 04/12/07 Designer: BRS Drawn By: RDH Checked: Checked: REVISIONS: BY I REV. I DATE I NOTES: FA— 3 SHEET NO: 3 OF 4 CATAPULT A i �I I I MILLWORK BUILDMp3 BUILDING - 2 J/I,r i BUILDING - 3 BUILDING - 1 czb m SITE KEY PLAN , SCALE: 1 ° =100' 12,WO SO. Fr. STORAGE SHED BLA DNG-4 - '�` • '--�77 -1 I� IZ000 SO. Fr. STORAGE SHED BUILDING-5 CART CART COOT D00& DOOT -,- DOOR DART CART - _ DOOR CART CART DC�RT CART = DOOR DOOR DOOR RT CART -- CART DC DOOR OR �C�R7:1 L DOOT _ _ DORT OR DOOR RT DOOR OR DOOR RT C�RT CART _ DOOR DOOR _ DOOR RT DOOR - DOOR DOOR RT DC�RT CART DOOR DOOR DOOR =CART - DOOR DOOR jDOOR �, DOOR ' DOOR DOORCART CART CART CART CART CART I CART CART CART 150CD 150CD CLG-24' I CLG-24' I CLG-24' PB-2 I R-lA b 150CD � 150CD ___FT EOL0 PB DOOR DOOR DOOR DOOR DOOR - DOOR DOOR DOOR CART CART CART CART CART CART CART CART DOOR CART DC�RT CART _ CART OR DOOR DOOR DORT OR DOOR CART DOOR DOOR DOOR U CART DORT CART OR DOOR DC�RT ��R7 DCARTOOR j DORR CARR DOOR RT DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR CLG-18'� CART CART j CARS CART CART CART CART CART ART L 10000 SQ FT STORAGE BUILDING BiJ DING -3 REVIEWED a /r Fire rev 1 DOOR CART DOOR CART DOOR CART SPRINKLER — RISER ROOM 84 Lumber Mellonville Avenue Sanford, FL 32771 General Fire Alarm Evacuation System Scope of work: Install a new addressable fire alarm panel in the vain retail building 1 that extends to buildings 2, 3, 4, and 5, The system shall monitor the sprinkler systems, manual pull stations, and hvac duct smoke detectors, Audible and visible occupant notification shall be provided, The system shall be monitored by a UL listed ADT Monitoring Center The system shall be installed to meet all Local, City, & State codes F SS TO FCP PB 1° PVC CONDUIT SHEET #FA1 = BLGD 1 & 3 FIRE ALARM LAYOUT SHEET #FA2 = BLDG 2 FIRE ALARM LAYOUT SHEET #FA3 = BLDG 4 & 5 FIRE ALARM LAYOUT SHEET #FA4 = FIRE ALARM RISER & BATTERY CALCS 12000 SQ MAIN BU LD NG RETAIL AND OFFICES BUILDING —1 TO BLDG-2 C1 �c�Yr --� C) ® z W rc i Z3 CL I VERIFY LOCATION AND MOUNTING REQUIREMENTS WITH FIRE DEPARTMENT Ll I' PVC CONDU I T 1° PVC CONDUIT GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 G� ENGINEERING ,U ODD SO. Fr.. STORAGE BUILDING BUILDNNG .3 BUILDING - 2 SITE KEY PLAN SCALE; 1' =100' 2.IA0 SQ, Ff. MAIN BLRDING BULDNG-, r , 2aoo SO. FT. STORAGE SHED BULDING - 4 ,z 000 SO. Fr.. STORAGE SNED BUILDING-5 20000 SO ET MILLWORK BUILDING BUILDING 2 �75CD ttC PB-1 CIR-3A EO PB-1 CIR-2B ESL MEZZANINE i w w V) V) J J 75CD I w w I I I 75CD iC 75CD xt C TO PB I I SPRINKLER RISER ROOM 75CD 75CD 75CD cn cn 0 V) ,.r, cn cn Cn cn cn G:f Ct I.L EL Of Of Qf of Qf of QL w w w w w w w w w w w of Of � Of Of � Of Qf Of � TO PB 0 0 0 0 0 0 0 0 0 0 0 Q Q g g g J J J J J J J J J J I J — — W w w w w Li w Lia_ a-a-� a - a -it a- 2 a- CL a_ a_ n (n (n (n (n V) V) (n V! Co (n Co i I , MEZZANINE ENGINEERING GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS I FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 w a a •� 00 Scale: 1/8"=1'-0" Date: 04/12/07 Designer. BRS Drawn By: RDH Checked: Checked: REVISIONS: BY I REV. I DATE I NOTES: FA- 2 SHEET NO: 2 OF 4 I CITY OF S"FORD PERMIT APPLICATIO (.-C fv&g 773 AUG d 1 Z00� Application ff : • 7 ` _�r Submittal Drttc: Job Address: 4J� M�4 /jl�l e ' ' `�e _)-X� Value of\'urk: $ Parcel Ill: 4_ 26 ' 3 ` �00 ' 00 t <1I 6(220 Zoning: ___ I listoric District Description of Work: �/l,T�t2�� Q-�QrM S f Square Footage: ................................................. I......................................................... Permit "type: Building ❑ Glectrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/LLInji Pool ❑ Sign ❑ Electrical: New Service - # of ANIPS Addition/Alteration ❑ Chance of Service ❑ Temporary Pole ❑ Nlechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water &. Sewer Lines_ # of Cias Lines - Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ industrial ❑ Occupancy Use Group(s): Construction "Type: It of Stories: ___ It of Dwelling Units: Flood Zone: (FENIA form required ) 'Property Owner: Tim, *F,O, "p . � .... .....��1.. .........Contractor:.. . a '5_tco L Ity....(.�.................... Ad ress: IJ&h CLZVe cA�D J C 1260 Address: 3 I co [rV U* q Gt I C JM Alerc 2 Fri 120 L 3?-U-? S�fe Phone: E-mail: Phone:167. 7l2-16/ Atate License Number: EI 9WQ_ 9-'50 Bonfling'Conrpany: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: u Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELEC['RTCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAC ;, BOILEKS, HEA"l'ERS,'['ANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing infonuation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT [N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 'II IE FIKST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or tederal agencies. Acceptance of permit is verification that I will notify the owner of the pro rty the requacrne t_sof Florida Lien ;raw, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date :P0r/AUP, W ( �a( dt Print Owner/Agent's Name Print Contractor ems Nary c M 6 Signature of Notary -Slate of Florida Date Signature of Notary -State da Date Notary Public State of Florida Nancy E Gibson My GornalMion OD510591 a n Expires 0312812010 Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ ersoua y nown to e or _ Produced ID Produced [D ..... _ APPROVALS: ZONING: U'I'IL: — PD: t3_ ENG: _ BLDG:__ Special Conditions: Rev 07.07 'T\ ' — L CITY OF S"FORD PERMIT APPLICATIg� I �I GC I'EiLM,7"� 07- l737 Application # : _ `?/ _ Submittal Data In ,lob Address: 3d�a �llo ��I e ' "� -_ L-� Value of NVork:' Parcel ID: Ol� - ZO w,5 ( - 3C�d� Q�U I �I � QQdd Zoning: __ Historic District: _ Description of Work: _ � IIS Gt �( �'I f C Q`arm � Square Footage: _ •....................................................................7. PennitType: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alan ) Pool ❑ Sign ❑ Electrical: New Service - 9 of ANIPS J Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New El (Duct LaYout (k Energy Cale. Required) Plumbing/ New Commercial: 9 of Fixtures ii of Witter & Scwer Lines_ 4 of Gas Lines Plumbing/New Residential: ff of Water Closets I'lumbing Repair - Residential ❑ Commercial ❑ Occupancy Type Resi(1eutiitl ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction type: # of Stti:ries _ # of 4kvvlliug Units: Floor] Zone: _ _ (FEMA form required ) �? e ...•......•.......•.•.... .......... . • . _ property Owner.12- :";n�� . `�I< .....Contractor: • •1• t� Address: �� C� �. �� Address _ _ Fa it D �_ C. 2,73 3 S 3 0 r` t o c�u F f 69 Phone: E-mail: Bonding Company: Address: I Y 'Archifect/Engineer ,� .___ Plan Revie w'Co Ili, Person: Phone: �%7.712'I' IState License Number: ti'lortgage Lender: �, Address: Phone: - — Fax: Phone: Fax: E-mail: Application is hereby made to obti:-, a r ,mit to do the work and installations its indicated. I certify that no work or instillation has commenced prior to the issuance o[a permit and that all work will be performed to niect standards of all laws regulating construction in this jurisdiction. I understand that it separate permit [oust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 9150 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C:OMMENCEMEN•r MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FFNANCING, CONSUL,r WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there stay be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required front other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veriticatiou that I will nobly the Owucr oTthe property Of the re uirentenls of I'h -kla Lien Lai , FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contra o' Agent's Name -State of Florida Date SignatureoNotary�lorida Date Signature of Notary S v Notary Public Str of Flodda ' Nancy E Glbson- My Cornmission 1)0510591 Expires 03128/2010 Owner/Agent is Personally Known to Me or Contractor/A rsly n n ro VM or Produced tD _____ Produced tD APPROVALS: ZONING: UTIL FD: —A— — ENG: _ Special Conditions: Rev 07.07 U c 0 SITE KEY PLAN SCALE: 1 ° =100' II 12.000 SO. FT. STORAGE SHE] BUILDING-4 / 62 �---� o o---�ED I ®---E L 4 JZODOS Fr.. STORAGE SHED BURRING-5 , — DOOR DOOR D00& DOOR — — DOOR ` OR ART DC�RTCART CART _ CART OR DOOR -DOOR DOOR DOOR CART CART CART CART CART DOOR I DOOR DOOR DOOR DOOR DOOR — DOOR — DOOR DOOR DOOR — CARR DC�RR DOOR CART CARDOOT___DC�RT CART DOOR DOOR — DORT CARR DORR DOOR CART DCART OOR OR DOOR CART L CART _ CART _ CARTDOOR DOOR DOOR - DCART OOR DOOR — CART DOOR DORT COR ART CART 150CD 150CD I I I ~L CLG-24' PB-2 EAttR-IA 150CD C CLG-24' 150CD �C � DOOR- - DOOR DOOR DOOR DOOR - DOOR i' DOOR DOOR - CART CART CART CART CART CART CART CART DOOR CART I DC�RT � _ CART CART OR DOOR DOOR DCART OOR DOOT DORT _' CART OR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR - CART _'_ CART - _ CART CART CART CART CART _ I CART CART DOOR DOOR DOOR � CART _ CARS ` _ CART CART C�,RT CART CART -CART 10000 SQ ET STORAGE BUILDING BUILD I NG —3 REVIEWED y. Yt Snfer ire rev Div. CLG-24' on CMF CMF SS �P CLG -18' FP-8-1 II SPRINKLER J RISER ROOM 84 Lumber Mellonville Avenue Sanford, FL 32771 General Fire Alarm Evacuation System Scope of work; Install a new addressable fire alarm panel in the main retail building 1 that extends to buildings 2, 3, 4, and S. The system shall monitor, the sprinkler systems, manual pull stations, and hvac duct smoke detectors, Audible and visible occupant notification shall be provided, The system shall be monitored by a UL listed ADT Monitoring Center The system shall be installed to meet all Local, City, & State codes - TO FCP 1' PVC CONDUIT Ia Y�i Q Yvli I _ � _ Ali lYo�� oR �Q oQ SHEET #FA1 = BLGD 1 & 3 FIRE ALARM LAYOUT SHEET #FA2 = BLDG 2 FIRE ALARM LAYOUT SHEET #FA3 = BLDG 4 & 5 FIRE ALARM LAYOUT SHEET #FA4 = FIRE ALARM RISER & BATTERY CALCS 1 2000 SQ MAN B LL O N G RETAIL AND OrE�,ES BUILDING —1 TO BLDG -2 ENGINEERING r r�. 1:S fj t 'L 24 -14 �. YER I FY LNCAT I ON �,iJD MOUNTING REQUIREMENTS WITH FIRE DEPARTMENT 1" PVC CONDUIT 15 PVC CONDUIT GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84 L-SAN FO RD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 C� J T 1� Scale: 1/8"=1'-0" 1 Date: 04/12/07 Designer: BRS Drawn By: RDH I Checked: Checked: j REVISIONS: I t BY I REV. I DATE I NOTES: I EA —1 SHEET NO: 1 OF 4 I i 10,000 SQ. FT. 12A00 SO. FT. MAIN BUILDING . STORAGE BUILDING gIpEDNG.I BUILDING .3 BUILDING - 2 — SITE KEY PLAN SCALE: 1' =100' 12,000 SO. FT. STORAGE SHED BUILDING-, it 12,000 SO. FT. SINKAGE SHED BUILDING - 5 CLG-18' t t CLG-18' CLG-24' CLG-21' CLG-18' rV 150CD150CD LTC CLG-24' �150CD PB-1 tt C CIR-2A ESL a al tt 150CD C —•• TO PB CANTIL VER R CK-45' ot) (YXzrot) (Wro►) (Wrot) Wrot) Wrot) M(sot) h)(rot) (s)(t•oi) _ CLG-21 ' DOCK CLG-18' 2 0 0 I0 O S Q ET I`A1 1-W O R K BUILDING BUILDING -2 75CE--1 75CD 75CD C C EOL sco C 75CD TO PB M EZ ZAN N E �y f fA to V1 Uf U1 In Nili fA fA ¢ p YN p YN p YNi p YN of OU 00—00 OU ou OU OU OU OU OU pU pU C) C) pU`'Io< o¢ oQ o¢ o¢ lo¢ o¢ o¢ o¢ zQpQ z¢ z¢ z¢ 0� � C) pp� ry i w ¢ 01� Y Y of of QY 00Y pY pY pY � OU OU OU OU OU OU OU OU OU OU 00 pU CC) pU pU O¢ O¢ 'O¢ O¢ O¢ O¢ O¢ O¢ OQ O¢ Z¢ z¢ Z¢ Z¢ Z¢ Q0� 0� 0o:� �0� 0ocf 0Qf paf oaf§Q� �� af �Q� I W Q¢ �pY �0Y115C0U115CD� 115CD p� 115D0115fl CDp115CD p115CDp�115CDOU OU OU OU OU U O�U C � C C lo< x C C Y¢ p� w PB-1 Q CIR-1B ry Of I I QY QY pY PB-1 oY ,�oU LEOL pU pU pU CIR-lA pU o¢ O¢ O¢ O¢ O¢ O¢ oU z¢oU U oUocz¢ z¢ Q ,00Of 0O I 0ft� 0(y- 0111� §� �� EDL Q w IzY wY wY of QfY of : IzY wY I ofY QY pY pY pY �- OU OU OU OU OU OU OU OU OU 00 pU pU pU I o¢ Io< O¢ O¢ O¢ o¢ I O¢ o¢ O¢ zQ Z¢ Z¢ Z¢ ¢ 0� 0� 0� 0W 0� p� p� pw I ow of � w lW m I¢ �Y �Y rzY ctY afY Of wY QY pY pY pY OU OU OU OU OU OU OU OU OU DU pU pU pU Q)< O< O¢ O¢ O¢ 0¢ IOQ O¢ I Z—¢� Z—Q� Z¢ ¢ 0� 0� 0 0 paf I • I 150CD TO PB • , 150CD C WOOD INSULATION BINS WOOD SPECIAL ORDER BINS W/MEZZANINE CLG-21 W/M`ZZA.NINE z z z z z z 0 0 0 0 0 0 J Z Z Z Z Z Z PB-1 CIR-2B EOL Un Un 0 Qf Of Of LLJ w w 0 0 0 0 0 0 W Ljj W a- (f) Un cn I ,V) Un Un cn O!f ly-1 I 0:� c1f, Of w w w w w w 0 0 0 0ry 0 Of 31� of 0 0 1 0 0 0 0 _! J J _I J J Q Q Q Q Q Q w J w LLJ w w 2 a- w a_ a- LLJ z TO FIB 0 Q MFCMF SS TO FCP Co P PB 1' CONDUIT SPRINKLER — RISER ROOM � L_f•--- 75CD 75CD CzCI ,n Un ;11 I Cn cn Lo n cn cn (.1) V ,'y ly- s cc Qf C:f x 21f s Of Iz w W y w w it LLJ w .^J W w 0 0 C 0 0 J LJ ^J 0 0 0 � � L af n� z z Of Qf TO PB 0 0 0 0 0 0 0 0 0 0 O Q Q Q g Q Q Q g Q Q Q g a Q Q Q I Q U U U U U U k' U u C) 0 , i LLJ w w w w w a- a_ CL w w w w CL a_ a � a v> n cn Un cn cn cn Un Un (n Un I MEZZANINE c ENGINEERING GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 N � � I bt Q • r--1 4-4 cc Scale: 1 /811=11-LA11 Date: 04/12/07 Designer: BRS Drawn By: RDH Checked: Checked: REVISIONS. BY I REV. I DATE I NOTES: FA- 2 SHEET NO: 2 OF 4 Sequence of operation Remote Station Local Device Alarm Supervisory Trouble Annunciator Horn/strobes Relay Water Flow X X X Tan -per Sw itch X X Air Sw itch X X Smoke Detector X X X Manual Pull X X X Duct Detector X X Unit Shutdow n System Trouble X X System Outline I. Location 84 Lumber k4eilonville Ave. & Catapult Rd. Sanford, FL 32771 if. Codes A. 2002 NFPA 72 Chapters 1-10 as Applicable(Remote Station) B. 2002 NEC Articles 250, 725, 76C C. Local, City, State Ill. Control A. 1 Unimode 20OUDLS Fire Alarm Control B. 3 AL1002UL-ADA-J ADA Power Booster 10A@24VDC IV. Fire Alarm Initiating Devices A. 12 BG-12LX Manual Pull Station Addressable B. 4 SD3.55 Smoke Detector Photo C. 5 Water Flow Connection Only, Provided by Others D. 5 TarTper Sw itch Connection Only, Provided by Others E. 2 Air Pressure Connection Only, Provided by Others F. 4 D350PL Duct Smoke Detector V. Fire Alarm Indicating Devices V A. I LCD-80F Annunciator LCD B. 11 PC21V-i-150 Ceiling Horn strobe w hite 24VDC 150CD C. 4 SaNH-150 Ceiling Strobe white 24V DC 150CD D. 4 PC2 v%f- 1 1, _55 Ceiling Horn strobe w hite 24VDC 115CD E. 4 S cl.V_ I I E Ceiling Strobe w hite 24VDC 11 _9CD F. 3 F21%N-30 Wall Horn strobe w hite 24VDC 30CD G. 7 SaN-75 Ceiling Strobe w hite 24VDC 75CC H 11 PC2 W- 75 Ceiling Ho.,rn strobe w hite 24VDC 75CD I. 4 SW-3-0 'A'all •Strobe w hite 24VDC 30CD J. 12 P2RK-75 Wall Horn strobe Red 24V DC 75CD Weather proof V1. Zones All devices are addressable vi ith there ow n adddress 1-159 detector addresses 1-159 module addresses SLC Loop is style 4 V Il. Wring All Circuits and Wiring Shall be "Pow er Limited" SLC Circuits Shall be 16Y2 Sheilded U.L. FPLP Cable Initiating Zones Shall be 1812 or 18/4 U.L. FPLP Cable Indicating Circuits Shall be 14i2 U.L. FPLP Cable System Ground Shall be 14 TH%?VN Green Conductor Under Ground and Outside Wire shall be 14 TFNIVN in Approved Raciew ay Vill. Listings A. All Equipment Shall Be U.L. Listed and Compatible X. Pow er Supply A. Primary - 110 VAC Dedicated 20 Amp Circuit B. Secondary - 12 Arm Hour Battery X. Alarm Supervision A. Hun -an B. Renmte Station Installing BranchiCcntractor A DT Fre & Security ADT Tyco Fire & Security 14200 E Exposition Blvd. 803 S Orlando Ave Ste J Aurora, CO 80012 kl%rinter Park, FL 32789 (303) 338-82CO t,407) 628-4985 S994-183 UUFX Dedicated 120 VAC Dedicated 120 VAC Dedicated 120 VAC 20 Amp Circuit(Locked) 20 Amp Circuit(Locked) 20 Amp Circuit(Locked) Standby Battery Calculations Unimode 2000DLS 84 Lumber Sanford, FL 32 7 71 §t- dby Current- - arm A] _�,-,.Current Part Nd r mrbe scr ion, Dee ipt u ntity], Pe'- -,,.Per. Device` Device& r Devlce��Il Devices;�,, -Air Unimode 2000DLS Fire Alarm Control 1 0.25500C 0.255000 0.325000 0.325000 LCD-80F Annunciator LCD 1 0.025000 0.02E000 0.064000 C.C64000 SCC-55 Smoke Detector Photo 4 0.000300 0.001200 0.00030C C.001 2CO BG-12LX Nlanual Pull Station Addressable 12 0.00023C 0.0027ee C.00020C 0.002400 NIDF-300 Monitor Niodule Dual Input 5 0.000750 0.003750 0.000400 0.002000 CfV1F-30C Control fvlcdule RAC Circuit 6 0.000390 0.00234e 0.000390 0.002340 D350PL Duct Smoke Detector 4 0.000130C 0.001200 0.000300 0.001200 CRF-300 Control ]`vlcdule Relay 2 0.00027C 0.00054C 0.000270 0.00054C RTS, E 1 Remote Test & Reset Sw itch 4 0.00o000 0.000000 0.007500 0.030000 NINIF-300 Nionitcr N4odule Single input 2 C.000400 0.000800 0.00040C 0.000800 C.000000 C.000000 0.00000e 0.000000 Total Aux currrent hlaax 3 Amps 0.293 Alarm 0.429 Signal Circuits Current; Circuitw Device (�u2ntky v i,6 e, All Devices Circuit I PC2W-7E 4 0.176 0.704 SCVV-75 1 0.158 0.158 SW-30 4 0.094 0.376 P2W-30 2 0.107 0.214 Total I Nllaxirnum 2.5 Amps 1.452 Circuit 2 PC2V1,I+ 150 2 0.259 0.518 SCVVH_150 2 0.246 C.492 0.000 0.000 Total 2 t0aximum 2.E AmCs 1.010 Circuit 3 SCVV-75 2 0.168 0.316 PC2W-75 1 0.176 0.176 PC2WH-1E0 1 0.259 0.259 C.000 Total 3 Maximum 2-5 Amps 0.751 Circuit 4 0.000 0.000 0.000 C.000 Total 4 Maximum 2.5 Amps 0.000 Totals NlaximumeArms 3.213 Circuit 1 Circuit 2 Circuit 3 arc Uit 4 Max "Ire Run Distance For AVVG 14 449 645 867 Actual bNfjre run Distance 375 285 325 Voltage Drop for 14 AWG vv ire 3.3433 1.767 1.499 Voltage Drop = 2 Wre Run Distance 3.07 Ohms Per 1000 ft 14 A1h+G Total Current for Circuit 1000 Standby Hours 24 Standby Battery Draw 0.293 Standby Amp Hrs 7.022 Alarm Current 3.642 7� lAlarm Current 5 NNn 0.3C2 Battery Site Required v; ith 6 Mn. Alarm Time and 20% Reserve 8.789 r7a-t-teT, Size Supplied 12 A.H. Standby Battery Calculations Altronix ALI 002ULADA #1 84 Lumber Sanford, FL 32771 �v CLrr��n7t-.__ Ala tu rrent.� ur:, Desap on V�E�l Quantity� Per Device,, All Devices Per DE;6ce �11 Devices AL1002UL-ADA-J ADA Power Bcoster 1 CA@24VDC 1 0.090 0.0so 0.175 0.17E Auxilary,devices Maximum 3 Arms C.1200 0.0CC 0.000 0.000 Total Aux currrent Max 3 A nips 0X90 Alarm 0.175 Signal Circuits Alarm Current arcuit�:, Delice� Quantrty PerDevice- All.'.DeViCeS7 Circuit 1 A PC2"1+150 1 0.259 0.259 PMV-115 2 0.21 E 0.436 SMLI 15 1 0.210 0.210 P2VV-3C 1 0.107 0.107 1.012 Circuit 1B PC2V41+150 1 0.259 0.2ES PC2W-I 15 2 0.218 0.43e SM-115 2 0.210 0.420 Total 1 Maximum 2,5 A mos 2.127 Circuit 2A P22MI,150 2 0.259 0.51E SC1VHmI5C 2 0.246 0.492 SCVV_115 1 0.210 0.210 - 1.220 Crcuk 26 SCVV-75 1 0.158 0.158 2 C.176 0.352 0.000 0.000 Total 2 Niaxirrum 2.5 A rrp s 1.730 circuit 3A SCW_ 1-5 3 0.158 0.474 P=N-75 4 0.176 0.704 Circuit 36 0.000 Tota 3 Maximum 2.5 Arms 1.178 Circuit 4A 1 0.000 Circu it4B 0.000 Total 4 hlraxirri:rn 2.5 A mps 0.000 Totals Maximum 10 Annds 5.035 Circuit I.A circuit 2A Circuit 3A Crcuit 4A Max Wre Run Dstance For A%NIG 14 644 534 552 Actual Wre run Distance 253 455 404 Voltage Drop for 14 A%VG w ire 1.572 3.408 2.922 circuit 18 Circuit 2B Circuit 36 Circuit 46 Max Wre Run Distance For A%IVG 14 584 1277 Actual thine run Distance 325 200 Voltage Drop for 14 AV6G w ire 2=25 C.626 Voltage Drop = 2 * 'Aire Run Distance 3.07 Ohms Per 1000 ft 14 AWG Total Current for arcuft J 1000 Calculations are based on a rrinin-Lrn supply vchace of 20.4 Vohs Stanaby Hours 24 and a ninimum voltage at the end of line of 16 Vchs. Standby Battery Draw 0.090 Calculations assume that all devices are at the end of the line. a Standby Arno Hrs 2.160 I. Alarm Current 5.210 Alarm rm Current 5 Mn 0.432 Battery Size Required w ith 6 tAn. Alarm Tj mee and 209:,o Reserve 3.111 jBarterySize Supplied 7 L)(arM Legend acture/Part Number Mounting Requirements Surface mounted enclosure provided IE 2000DLS Top 72' AFF conduit to telling Custom backbox provided. 3F 60' AFF conduit to ceiling 4' square deep box 4' square deep box MMF301 Single Gang, 3.5' Octagon or 4' Sq, Box in the ceiling Deep Single Gang Box 48' AFF to .X Center, Conduit to ceiling 4' square deep box )13 1/2' Flex to 4'-Square Box n Sensor Single Gang Box Conduit to CelLina ?cl by others ?d by others 1/2' FLex to Deep 4' square box Conduit to ceiling lX Surface mounted enclosure provided JL-ADA Top 72' AFF conduit to ceiling i Sensor SW Single or double Gang, 4' square box .andella 80' AFF to top of box i Sensor SCW Single or double Gang, 4' square box .o.ndel.l.a Mounted to the ceiling i Sensor P2W Single or double Gang, 4' square box .ancletta 80' AFF to top of box i Sensor PC2W Single or double Gang, 4' square box Mounted to the celting iSensor P2RK Surface mounted enclosure provided :Qnde(La System Sensor #WBE t Locat Fire Consutt Local Fire Department tment for Type For Mounting Requirments 'olloy others 1/2' FLex to Deep 4' square box Conduit to ceiLing CP-30 or FAS-2-033HC 4' Square box mounted to the watt, 4' Deep square box 10 Standby Battery Calculations Altronix ALI 002ULADA #2 84 Lumber Sanford, FL 2=, 1 7 j, Current ` Alan' C, iriW Pari44unider p :.guantiry Fir Ceti All Devic Per,, Dev' es�� ice- All Devices AL1002UL-ADA-J ADA Pov., er Booster I CA @_24VDC 1 0.090 0.090 0.175 0.175 -Auxilary devices Maximum 3 Arms 0.000 C.000 0.000 C.CCO Total Aux currrent Max 3 Asps 0.090 Alarm 0.175 Signal Circuits Z Alarm- Current~ �:Circuit 5� [�ire_ Quantity Per_Device,All Devices Circuit IA !;E241,H-150 4 C.259 1.036 0.000 1.036 Circuit 18 O.CCO Total I Maximum 2.5 Amos 1.026 Circuit 2A x. 0.00C Circuit 26 0.000 Total 2 Maximum 2.5 Amps 0.000 Circuit 3A C.COO Circuit 3B Tota 13 hiaxirrum 2.5 A rrrs C.CCO CiFcuk 4A O.00C Circuit 4E 0.000 Total 4 Maximum 2.5 Amps 0.000 Totals Maximum 10 Amps 1.036 Circuit IA Circuit 2A Circuit 2A Circuit 4A Max lNire Run Distance For AWG 14 629 Actual V%ire run Distance 307 Voltage Drop for 14 AVvG w ire 1.953 Circuit 1 B Circuit 2B Circuit 38 Circuit 48 Max V�Ire Run Distance For A%,%G 14 Actual Wre run Distance Voltage Drop for 14 AWG w ire Voltage Drop = 2' Wire Run Distance 3.07 Chrris Per 1000 ft 14 AWG 'Total Current for Circuit! 1000 Calculations are based on a nninirrumsupply voltage of 20..4 Volts Standby Hours 24 and a rninin-urn voltage at the end of line of 16 Vohs. Standby Battery Draw 0.090 Calculations assume that all devices are at the end of the line. Standby Amp Hrs 2.160 Current 1.211 IA�arm Alarm Current 5 Nr, 0.101 Battery -Size Required with 5 Nlin. Alarm Tirre and 209/. Reserve 2.713 FE3777, -Size Supplied 7 A.H. Notes: 1. Horns and Strobes are to be mounted 80" above the floor to bottom of unit or 6" down from ceiling to top of unit which ever is lower. Units noted with a "C" are to be ceiling mounted. 2. Manual Pull stations are to be mounted 48" above floor to top of unit. All Devices are to be mounted on back boxes. 4. Wire is to be in conduit to the ceiling or fished in walls. 5. Connections to the power service Shall be on a dedicated branch circuit. The circuit and connections shall be mechanically protected. The power circuit shall be 'identified as "FIRE ALARM CIRCUIT CONTROL". The location of the disconnecting means shall be permanently identified at the fire alarm control unit. 6. Sprinkler system to be monitored through the building owners alarm system. 7. Actual wiring layout on floor plan is diagrammatic. 8. Make any changes necessary to zoning, device relocation, wiring, and construction as needed per as -built. 84 Lumber . . . . ....... . .... .............. . . ... Standard Fire Alarm Zoning . . ... . ......... Lj Reporting Zone # lAddress lNumber I Device Software I Zone Software Zone Software Zone Software Zone Software Zone NAC #1 System sensor Sync F 1 2 NAC #2 System sensor Sync l 1 2 NAC #3 System sensor Sync 1 2 NAC #4 System sensor Sync 1 2 Relay #1 --TTrouble lAlarm 1 2 Relay #2 4 I Relay #3 ISupervisory 3 Loop #1 1 Module Addresses 16C I lWater Flow Bldg 1 1 161 2 ISprinkler Tamper Switch Bldg 1 3 162 3 1 Pull Station Bldg 1 2 163 4 Pull Station Bldg 1 2 164 5 Pull Station Bldg 1 2 165 6 ::Puil Station Bldg I 2 166 7 - IPull Station Bldg 1 2 167 8 Pull Station Bldg 1 2 163 9 HVAC #1 Shutdown Bldg 1 41 169 I IC HVAC #2 Shutdown Bldg 1 42 170 I 11 Water Flow Bldg 2 1 171 12 _13 Sprinkler Tamper Switch Bldg 2 3 172 Pull Station Bldg 2 2 173 14 Pull Station Bldg 2 2 174 I 15 Hom Control Bldg 2 1 2 175 I 16 Strode Control Bldo 2 1 1 2 176 17 Water Flow Bldg 3 1 I i �� 18 Sprinkler Tamper Switch Bldg 3 3 !78 19 Pull Station Bldg 3 2 7 ,S 20 Pull Station Bldg 3 2 180 21 Hom Control Bldg 3 1 2 181 22 Strobe Control Bldg 3 1 2 182 23 Water Flow Bldg 4 1 183 24 Sprinkler Tamper Switch Bldg 4 3 184 25 ISprinkler Air Pressure Bldg 4 3 1 185 26 IPuJl Station Bldg 4 2 1 186 27 Horn Control Bldg 4 & 5 1 1 2 187 28 Strobe Control Bldg 4 & 5 1 1 2 188 29 Water Flow Bldc!5 1 1 189 30 !Spnnkler Tamper Switch Bldg 5 3 1 ISO 31 ISprinkler Air Pressure Bldg 5 3 1 191 32 jPull Station Blco 5 2 1 I Detector Addresses I Col I I Smoke Detector at panel 2 1 002 2 JAHU #1 Supply Duct Detector 37 41 003 3 JAHU #1 Return Duct Detector 3 1 41 C04 4 jAHU #2 Supply Duct Detector 3 42 005 I 5 AHU #2 Return Duct Detector 3 42 006 6 Smoke Detector at PB Bldg 2 2 007 I 7 Smoke Detector at PB Bldg :3 2 008 8 Smoke Detector at Pe Bldg 4 2 Standby Battery Calculations Altronix ALI 002ULADA #3 84 Lumber Sanford, FL 32771 tand rre;7t, _71�larni7 d7rrent Part N nter,- Quan Per Device u titr`2 ��All Deovic'e's_ --.Per Davic&.- AlhDevices�, Power Bo oster cos-zer I OA@24V DC 1 0.090 0.090 0.175 ().175 ��Auxflary-�devjces Maximum 3 Arnps7 0.000 0,000 O.000 0,000 Total Aux currrent Max 3 Amps 0.090 Alarm 0.175 Signal Circuits z� - - ----- Afarmiz, cCurrent, Quantity Circuit, a: LPer Device - All.Devices, Circuit IA F14RK-75 6 0.176 1.056 circuit I B Total 1 Maximum 2.5 Amps 1.056 acuitZS F12RK-75 6 0.176 1.056 Circuit 2B 0.000 Total 2 tv;aximvrn 2.5 A rnos 1.056 Circuit 2A arcuk 3B �;- - . I - I I - 0.000 Total 3 Maxkrum 2.E Amps 0'000 Circuit 4A 0,000 Circuit4B C.00C Total 4 tvlaximurn 2.5 Amps 0.000 Tctas tvlaxirnum 10 Amps 2.112 arcurt 1A Circuit 2A Circuit 3A Circuit 4A Max %-Mre Run Distance For A%NG 14 617 617 Actual VOre run Distance 450 550 Voltage Drop for 14 AV%G w ire 2.918 3.566 arcurt IS Circuit 2B Circuit 3B Crcuit4B Nlax %,We Run Distance For AVAG 14 Actual Wre run Distance Voltage Crop for 14 A%r%'G w ire Voltage Drop = 2 %Ivire Run [Distance 3.07 Ohms Per 1000 ft 14 A"G Total Current for Circuit 1000 Caiculaticris are based on a rninimurnsupply voltage of 20.4 Volts Standby Hours 24 and a minimum voltage at the end of line of 16 Vcfts. Standby Battery Draw 0.090 Calculations assume that all devices are at the end of the line. Standby Amp Hrs 2.160 Current 2.237 1112r_rn Alarm mt Current 5 Mn 0.190 Battery Size Requirell w ith 5 Vin. Alarm Time and 201/. Reserve 2.820 Battery Size Suppilec 7 A.H. ENGINEERING GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RA TOWN, NHSSOURI 64133 TITLE: FIRE SYSTEM RISER DIAGRAM FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 cy: Scale: NTSI I Date: 04112/07 I Designer: BR Drawn By: RJDH Checked: Checked: I REVISIONS: i BY REV. DATE NOTES: it FA- 4 SHEET NO: 4- OF 4 CITY OF S"FORDAPERMIT APPLICATI N RECEIVED Application # :'( l� r L� Submittal Date:I i ,� /6_: ) �(1 -! C ,lob Address: dJ0 a r�`lI P k� ! Value of Work: S 4� J o a Parcel tD: o{ -2D - 31 -_3[Jo - Go to ~ IOda o "Zoning: Historic District: Description of Work: --filS CLI( ) l�P� G� `arm Sc t Square Footage: ........................................................................ Permit Type: Building Q Electrical ❑ Nicchanical ❑ Plumbing El F'irc Sprinkler/Alttl Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cafe. Required) Plumbing/ New Commercial: # of FlxtnreS # of Water & Sewer Lines # of Cras Lines _ Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s)- Construction Type: _ ff of Stories: �y j# of Dweelling Units: Flood Zone:. (FEMA form required ) .Property Owner,�2A/'C/�•h7•/T1FC /IC��........Contractor:••�j 'SCI�iZI �`.—..�.............-..... Address: lC Q CC�'✓E(1�,4D td� 7�1 IZ Address:3IG�o (_FVv �MMefce a�`� Lvov i t ' ` �07 Il 2 . �6G'k 4so a tl f?�i . G mail: e i KF �a Phone: r lte LIcensc NumbeL F �XlC�O i t 6lYs 1 ig'Company: Address: r _ Address: yl _ Architect/Enl;.r ,er: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain it permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of it permit and that all work wil I be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S[GNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AF['L AVff: I certify that all of the fuiegoing information is accurate and that all work will be done in compliance with all applicable laws regulating catstmctiori and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OP COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Ott AN ATTORNEY BEFORE RECORDING YOUR NOTICE OP COMMENCEMENT. NOTICE: fit addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required boot other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the prof) y f the e(li ' ements of Florida Lien Law FS 713. Signature of Owner/Agent Date Signature of Contractor/Aunt Date j�6dALAO RSQ!l AA01 Print Owner/Agent's Name Print Contrac r gent's Name _ e Signaturel� r ture of Notary -State of Florida Date Signature of �Otast" � 1orida ' Date �,x r Notary public Slate of Florida Nancy E Gibson P My Commfsslon OD510691 Owner/Agent is Personally Known to Me or Contractor/Ag Produced 1D _— Produced ID APPROVALS: ZONING: UTIL: FD:ENG: BLDG:--- Special Conditions: Rev 07.07 T JoS� SITE KEY PLAN SCALE: 1' =100' IZOW SO. FE STORAGE SHED SUILDING -4 °^ I E 5.1 14---Eq T F___F 12000SO. Fr. STORAGE SHED BUILDING-5 "-- ^ DC�RT _ - OR DOOR - DC�RT� = - CART - DOORDOOR CORT �C�RT � OR DOOR CARE�CT CART DORT DOOR DOOR DOOR DOOR DOOR DOOR CAR ! CART CAR CART CART DOOR DOOR DOOR DOOR DOOR RT CRT CRT DC�RT OR DC�RT _ CAROR T ��RRDOOR DOOR DOOR D00T D�RR DOOR CART D�RT DOOR D00-�— - DOOR DOOR -D00� --DOOR � D00 - DOOR DOOR DOOR CART CART CART CART _ CART li CART CART CART CART CART r —J 150CD 150CD tt C _1C I CLG-24' CLG-24' CLG-24' PB-2 CIR-EOL lA tt 150CD L1�5 CD TO PB =DR DOOROR FCART �C�RR i CART _ CART CART - �C�RT �C�RT �D�RTILDLO RT DOOROT DOOR T DOOR CART �RT DOOR 4 DOOT DOOT -- DOOR - DOOT DOOR � DOOR CART -- DART crn cu ss CART CAR DOOR DOOR DOOR DOOR pg DOOR DOOR DOOR DOOR DOOR P CART CART CARS CART CLG-18'� T _ _ _ CART CRRT _ CART �, CART -CART i I .I SPRINKLER RISER ROOM 10000 SQ FT STORAGE BUILDING BUILDING —3 84 Lumber Mellonville Avenue Sanford, FL 32771 General Fiore Alarm Evacuation System Scope of work: Install a new addressable fire alarm panel in the main retail building 1 that extends to buildings 2, 3, 4, and S: The system shall monitor the sprinkler systems, manual pull stations, and hvac duct smoke detectors, Audible and visible occupant notification shall be provided, The system shall be monitored by a UL listed ADT Monitoring Center The system shall be installed to meet all Local, City, & State codes ' CLG-12' W � LvLJ W ` ,,' LLJ ` P <� < N V1 N LL 0 O QYn QY� — <:I QY"' CLG-12' zoo Q Q Qryry Q = o 0 Lj U- O N QY� Q�� QY� QYri Lv �U �U� .�U Yv Q pQ Q OQ aQ 7.� 75ft�m �; 75CD 1I 9 F zoo AC_._ �� C_ _ < C X J LLI ,y wLLJJ Ld iZ a LL O N LL O N' • l..L p M QY= QY� Q Q Y Y _ _ TD FCP oQo oQm oQm oQ Yam; ��o ��J of �� Elfaf _j I Q Q BI Q 0 Q o Q zoo LLJ LLJ X O N N N 0 rL N I. QY=QY=' QY= L1Q-Yvl I Q aIQ a QIQ a P I � IC ECP �C CIR-3 I CLG-18' EOL i= 0 0 • I Xt 30CD 75CD FCP EoR-1 FUTURE OFFICE 75CD C C o�•o I �� ono CUBICAL ( UBICAL CUBICAL CUBIC L CUBICAL I CUBICAL CUBICAL UBICAL CUBICAL wC) 75CD RI w( ' CLG-9 z� C C o � TO FCP I U I'30CD 1' PVC CONDUIT REVIEWED By: A — Sanford Eire Prev Div. Date: 2/61b 7 '�� jja-1-- 150CD - OJ 1 �J PI 7P'I 9 C 150CD LN _ m I • � J (Y . O O U o Y aw T MU .I AL . CUBICAL Cl ICAL CUBiCA.L N� �- - — I CUBICAL SHEET #FA1 = BLGD 1 & 3 FIRE ALARM LAYOUT SHEET #FA2 = BLDG 2 FIRE ALARM LAYOUT SHEET #FA3 = BLDG 4 & 5 FIRE ALARM LAYOUT SHEET #FA4 = FIRE ALARM RISER & BATTERY CALCS I� vrri�t _A75CD W CLG-9' C CUBICAL I CUBICAL 1 2, Ivin SDI MAIN BUILDING RET;`, L AND OFF G,�S BUILDING —1 150CD CLG-18 I I I i f CUBICAL I Z C 75CD c 1~ 0 Is �' P Z ss SS - - I w FCP SS TO BLDG-2 ENGIN-EERRNiG A-7 VERIFY LOCATION AND MOUNTING REQUIREMENTS WITH FIRE DEPARTMENT 1' PVC CONDUIT 1' PVC CONDUIT GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 i i TITLE: FIRE SYSTEM DEVICE LOCATIONS I FILE NO. 84 L-SAN FO RD i 120 WEST PARK DR BIRINGHAM, AL 35211 PH: 205—943-6518 FAX: (205)-942-4943 LC p Scale: Date: 04/ 12/07 Designer: BRS Drawn By: RDH Checked: Checked: I REVISIONS: BY REV. DATE NOTES: I FA— I SHEET NO: 1 OF 4 , I iI JJ 1 P LS 217,CR 5tlLL54C4iK BULDING 10,i)CO SD. Fr. BUILDING-2 1ZCCJ GD. FT. F1.UN BUILDING 3iJBUILD BUILDING I BOLDING,-1 BUILDING • 3 9 i f 1 I 7 1 I a M 1 1 4x 1 6 4x20 I � Z 1 I 4x8 4x 10 4x 1 2 4x 1 4 4x 16, 4 x 2 0-1 4x8 4x8 4x8 4XB �CMFCMF SS PB AIR i SS p SS v" 75CD 1 1 SPRINKLER -1 R�SGR R'.0.'0S:i O PAN --SHAD SI ��, E BUILD N�� I 0 II � I I 4x20 4x8 4x 1 0 4x 1 2 4x 1 4 4x "f 6 I T.. �.. T 'IF i I PB-3 °L 01PEN T-SHED STF\,, .E BUILDING =� ENGINEERING Fr F -?- AIR SS SPRINKLER tC11SEF 1 ROv?A 75CD I .l I" PVC CONDI GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FIDE NO. 84L-SANFORD 120 WEST PARK DR BORINGHAM, AL 35211 Phi: (205)-943-6518 FAX: (205)-942-4943 v � v w bx o � � cc Scale: 118"=1'-0" Date: 04/12/07 Designer BRS Drawn By: RDH Checked: Checked: i REVISIONS: BY REV. DATE NOTES: I 2 , 3 1 EA- 3 SHEET NO: 3 DE 4 . y.. \ s + s s + • r s • • 9 s � • • ♦ v CITY OF 5 FORD P,ERMiT OPLI � TION60 0 Application # : Submittal Dale: p Job Address: 301�D M2��a �1�1 I e e � � -- Value of Work: S�� (o _ Parcel ID'. OG ®" �7 3Qa' d®�Q~Z�on�in�g: Historic District: Description of Work: r'nS Q J_C� Q�ar�'� �_�C�� I____ Square Footage: ............................................................................. Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/P.larr1 Pool ❑ Sign ❑ Electrical: New Service — # of AlviPS Addition/Alteration ❑ Change of Service ❑ Temporary Nle ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout& Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines 11 of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Resitential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ hulustrial ❑ Occupancy Use Group(s): Construction Type: , ,� •/ft oof',Stories: % # of Dwelling Units: Flood Zone: _ (FE-rMA form required) Property Owner,.................. _ G._ T 7J�3 /••••/7J1L�••••••Coutractor: �•�jtco(�II�................. Address: �� u4_4 6 4 J'E )200 Address: 3IC4 J L) a Gmme_r�e Ly _T I~uru� 32113 S-P 38 4 rk,,Jo r- - Phone: E-mail: _ Phone:107•7/2'16/7State License Number: GF'9 QQ 9S0 I3ondtn Gontpany,; _ __ TM. tYtortgage Lender.' _r ;�itdt c ss:• Address: Art hitect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perrorrned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATURS, •TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, stale agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the prfope ['y f t .e r e menus of Floridaw, FS 713. Signature of Owner/Agent Date rianature of Contractor/Agent Dale )dAl,0 Print Owner/Agent's Name Print Contrac r Agent's Name Signature of Notary -State of Florida Date Signatt e of otary-Sta- orida p e Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: "ZONING: UTIL: Special Conditions: Rev 07,07 i11f�1 mow, Notary Public State of Florida Nancy E Gibson My Commission D0510591 �+or r.� Ex i 0 8l2010 Contractor12 Produced ID BLDG: — I � �.�SQLE — � I MR11BUILDING BUILDING - z ■ BUILDING - 3 BUILDING - 1 ' d SITE KEY PLAN SCALE; 1' =100' \� E IZOW 90. Fr. STORAGE SH® BUMDING -. — ®" a H I I T2.000SaFr. STORAGESHED MUNG-5 I DOOR r DOOR D6R DOOR DOOR DOOR DOOR DOOR - LiDOOR ^ DOOR DOOR CART CART CART CART CART CART CART CART CART CART CART CART DOOR DOOR RT DOOR DOOR DOOR D CART CART C� CART DOOR RTCART CART DC�RT OR D C�OR DOOR CART CART DC�RT R CAROR D T DOOR CART OR DOOR ��RT DOOR CART D CART _ DOOR CART DOOR CART 1 DOOR ' DOOR CART DOOR DOOR DOOR DOOR '� DOOR DOOR DOOR DOOR DOOR CART CART CART CART CART CART CART CART CART CLG-24' tt 150CD C CLG-24' �Z 150CD CLG-24' PB-2 FOR-lA tt 150CD tt 150CD TO PB DOOR - DOOR DOOR DOOR - - DOOR DOOR - DOOR DOOT DOOR CART CARDOOT _�r' �C�RT CART DOOR �C�RT CART CART CART OR DOOR DOOR DOOR DOODOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR - DOOR CART CART CART CART CART CART CART CART CART �r=P13 DOOR DOOR DOOR � DOOR DOOR DOOR DOOR DOOR DOOR CLG-18' CART CART CARS CART CART CRTCART CART ART 10000 SQ FT STORAGE BU I D NG BUILDNG —3 REVIEWED Sonfor Eire rev Div, Date: Y&/ -? I I SPRINKLER RISER ROOM 84 Lumber Mellonville Avenue Sanford, FL 32771 General Fire Alarm Evacuation System Scope of work: Install a new addressable fire alarm panel it the vain retail building 1 that extends to buildings 2, 3, 4, and 5, The system shall monitor the sprinkler systems, manual pull stations, and hvac duct smoke detectors. Audible and visible occupant notification shall be provided, The system shall be monitored by a UL listed ADT Monitoring Center The system shall be installed to meet all Local, City, & State codes — To FCP 1" PVC CONDUIT fn lI C L'J — 1 L LLJ LL � N < LLJ < �Yv <�o QY= _ QY= QY= Q��. oQ,31 oar Q<A1 oQ z<, ChQm' Iz2:�m I12�Of� mom L�jLi w < f ? Cl M I..I—�/p M N q! o � QY= QY� QY.QY" -jy Q CQ . Q L-2 75 C I=�' � C C X c LL,<31 L1J <3I LLJ <vlw<^ Q TO FCP < M<.-I oQ,-j C,Q� CQ N ml dr— zooci LQiYnLLYr J ij32 �x YnQQ co CQ�I oQ --P .. �150CD FCP CIR-3 CLG-18' C EOL i SHEET #FA1 = BLGD 1 & 3 FIRE ALARM LAYOUT SHEET #FA2 = BLDG 2 FIRE ALARM LAYOUT SHEET #FA3 = BLDG 4 & 5 FIRE ALARM LAYOUT SHEET #FA4 = FIRE ALARM RISER & BATTERY CALCS 150CD 150CD I I � I � I I I I I I O� Ow O= pJ aa¢ as as as FCP A C 150CD CIR-2 EOL la 30CD ax MENS t? J30CD ck�w RESTROOM - FCP CLG-18' 75CD Z 150CD EDL-1 FUTURE OFFICE 75CD a - kt C WOMENS i RESTROOM Tfl f a 30CD o 30CD . . CUBICAL LUBICAL CUBICAL F__CUBIC L CUBICAL m L., CUBICAL CUBICAL UBICAL CUBICAL UJILn STORAGE BREAK Y ROOM o . • A/R 1 OFFICE 75CD Rl RI Y 0 BOOKCASE LLIo I CLG-9' 75CD zL-j- C CR JZ CLG-9' 130CD Q a� Q 0 z� z W (! LJ P T U •I AL �_ . A.L CL ICAL CUBICAL n� +-- CUBICAL CUBICAL CUBICAL 12000 SQ MAN BU LD NG RETAIL AND OFFICES BUILDING —1 36" CO+TER IO FCP MANAGER'S RI RI OFFICE �7 CR - r � 75CD I Lpll W CC i` z LU LL -J CL fi- (-"ERIFY LULATION AND MOUNTING REQUIREMENTS Wllhi FIRE DEPARTMENT C o ?P i, TO FCP SS UBICAL I - ' SS • L; FCP SS ,I 1' PVC CONDUIT TO BLDG -2 TO BLDGS-4&5 TO BLDG-3 1' PVC CONDUIT 7 ENGINEERING GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 W —V � � P--+ Scale: 1 /8"=1'-0'I Date: 04/12/07 Designer: BRS Drawn By: RDH Checked: Checked: REVISIONS: BY I REV. I DATE I NOTES: FA-1 SHEET NO: 1 OF 4 1 O.ODO SO. Fr. STORAGE BUILDING BURDNG -3 s1^ BUILDING - 2 SITE KEY PLAN lz000SO. Fr. MAIN eu.oux+ 7= SUSDIHG-1 I, SCALEI 1' =100` 12.OW SO. Fr. STORAGE SHED BUBDIMO-4 )d o---� !� iz000 Sa FT. STORAGE SHED %KDPIG - 5 CLG-18' CLG-24' CLG-21' CLG-18' lk� 150CD TIC L150CD PB-1 tt C CIR-2A EOL T M(ro►) 1 z CANTILCVER R CK- M(soc) M(rot) Wroc) hHa•c DOCK CLG -18' 150CD C CLG-24' 75CD 75CDI 75CD7 75CD a_ C I R-3A T C EOL jX C 1 H � I i0 PB MEZZANINE .. ,� W 1n I rn �Y� Of ofY-',, Of Of Y^, xY(Y � Y xY0 '4 O N OYN OYN -0- Y of OU OU OU OU OU OU OU OU OU OOUQ ZQ 10 pQ pa ou oQ oa oQ oa oQ oa oQ oQ oa I pOf p� 0x pof o� pof oaf�� p� �� z� z� Z� zQ:f w QQpY OUfY Of x-Y xY xiY �Y OU �Op OU OU OU pU pU pU pU pUoa Oa OOa OQ Oa OQ Oa ZQOf I� zQ zQ Q Q � �� per p� p� p� �� x �zY 115CD < XY 115CD Of 115CD xY � C OfYoU 115D 115CD 115CD 115CD 115oU O,L�C ooU ov IOUC CC C o� oC ooX X xQ w PB-1 Q CIR-1B x xY i EOL xY ChY Of XY zY IIXY xY Of �OY oY oY PB-1 ob OU OU OU OU oU OU OU OU OU pU 00 pUOa Oa Oa OQ Oa ;OQ Oa OQ a ZQ Q ZQ CIR-lA U po� °� �� Q Q p39: EOL x w [if of [YY of 0'Y xy I XY oY oY oY !OY LL 1 OU OU OU OU O U oU oU oU oU pU pv pU pU I OQ Oa Oa Oa Oa Oa I OQ OQ Oa zQ ZQ ZQ zQ p Q x o� p� ox ox oX pX px I pa -� �� xf —x w I ,. ILLI XY of XY XY D'Y D'Y XY 10:�Y 0'Y QY pY pY pY .. .10U OU OU I OU OU OU OU OU pU pU pU pU OQ ��0< OQ I)oQ OQ OQ I OQ OQ zQ zQ ZQZ0of ox ox lox oaf 0� 0of .:ox �0<lox I —x —� —x —� � 150CD C TO PB � 150CD TO PB , • � 150CD Wrot) (s)4o�) WOOD INSULATION BINS 'd'�+OOD SPECIAL ORDER BINS T CLG-21 C W/MEZZANINE CLG-21 W/MEZZANINE CLG-18' 20000 SO FT MILLWORK B U LD NG BUILDING —2 10 z z z z z z Q Q Q Q ~ Q ;/� cn • r7 cn cn cn z z z z z z it i PB-1 CIR-2B EOL Cn Cn Cn 0 Cn Cn � Of Of of of Qf w W W W W W W Of O Of Y [if O O O C O O O Q Q Q a Q Q Q I I Cn o , cn vim) can can can ILI 0 0 Q ' r W a- 0 Cl)c- clif W W W � � 0 I� rz Z O O O Q Q Q w w w 2 a-. I 0 cn Cn �4 —r I I SPRINKLER—� RISER ROOM .. ✓7 � V•) ly-LLJw Of 75CD z� c .. 75CD -mac — 0 In Jl (n (n (/) w �w Of wOf LJ Of Of Qf � � TO PB 0 Of (n � O J Q 0 J Q O J Q O � Q O 0 0 0 O C J J J J Q Q ! Q Q Q I Q U W co U W u W (n U Li (n U U U U U U W W W W W W Ul In (n (n 'f 1 (n M EZZAN N E TO FCP 1' CONDUIT GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE NO. 84L-SAN FORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 � I a y ,� • �--� O O ' cc Scale: 1 /8"=1 "I Date: 04/12/07 Designer: BRS Drawn By: RDH Checked: Checked: REVISIONS: BY I REV. I DATE I NOTES: FA-2 SHEET NO: 2 OF 4 20.OW30.F. ULLWORKOULONG BLILD.NG_z , Z= SO.ixuva a 0 SITE KEY PLAN SCALE: 1' =100' BUILDING - 4 BUILDING - 5 °. > 4x8 4x10'4xl 2I L�� 4x2O 4xB 4x8 Dim F PB AIR 75CD SPRINKLER RISER ROOM Ti OPEN T—SHED STORAGE BUILDINGf;°4 TO fCP 1' PVC CON i CIR-lA Eon �T 1E L— E 0 ='E N -1—SH'-D STORAGE BUILDING #4 I'E ae 3CIR�IE�IL €zP ore lF �F F ]�L OPEN T—SHED STORAGE BUILDINGS F AIR SS IF SPRINKLER VRISER ROOM SS 7PRINnK R 75 4x20 OPEN T—SHED STORAGE BUILDING #5 ENGINEERING i 1' PVC CONDI GIBBENS DRAKE SCOTT, INC 9201 E. 63rd STREET, SUITE 100 RAYTOWN, MISSOURI 64133 TITLE: FIRE SYSTEM DEVICE LOCATIONS FILE N 0 . 84L-SANFORD 120 WEST PARK DR BIRINGHAM, AL 35211 PH: (205)-943-6518 FAX: (205)-942-4943 N � Lo W Cm ba ►-� > 0 o rd cc a I Scale: 1 /8"=1'-0" Date: 04/12/07 Designer. BRS Drawn By: RDH Checked: Checked: REVISIONS: BY REV. DATE NOTES: FA— 3 SHEET NO: 3 OF 4 RECEIVEb CITY OF SANFORD PERMIT APPLICATION MAY 9 oft! Application # : } J Submittal Date: _ U! Job Addr ss: lJ (Y12I�Dii-1 II' 151.1C.iiI��, ( lli(C�. F� �p Value o! Work: Sr �C`I Parcel ID:�5et By)� 1t)1A1il--I DaOS RarQe 3161S� zoning: I.�" 1 Historic District: T— , Description of Wordff�&I Q tik f Vn"VW, (at(��ry �� 4SUi1�r Square Footage: :.:-r%...................................................... I .................. Permit Type: Building. ❑ Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign Electrical: New Service — # of AMPS _ Add ition/Alteration ❑ Change of Service ❑ Temporary Pole El Mechanical: Residential ❑ Note -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Re(Iuired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy `type: Residential ❑ Commercials Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: , 8 Flood Zone:._ (FLNit1 form required) .............. .......................................................................................................... Property Owner: ntrr a fty �Vvvu\�' ��o Contractor:n 1 Address: I I Role- � . &� Address: C,hAr1C01ioc' l (1lIA '"chtu Fur. PA V�3 Phone6 r o31t) E-mail: ()Mel(la 8tillfi�l�l �{ � Phone(N � c� A-' ,, ��S,ttanate License Number �6115 6 Bonding Company: �� Mortgage Lender: P.3�'1 Address: i Address: — Architect/Engineer rr'��I�Vt(�+Y_1(\ I�i1t C-A Poo iQ�r—• �U Phone: r�y ^+ttJj Address:'TaG F( V %TIC' Q�JA1�LA., k1 r)S. l 1� � n� _ Fax: �� i�� +t`i 7" �1'�(.i°''C-'--� Plan Review Contact Person It13.0 _At1 1VK1(:k PhonefTA�M'1104Fa ��'I�at13-9 E-mail: Q.YitO-)5GA``��(lr�a,�a4/.COA Application is hereby made to obtain it permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to necet standards of all laws regulating construction in this jurisdiction. I understated that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aced zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULTWffl YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be lound in the public records of this county, and there may be additional permits required from other governmental entities such as Witter /management districts, state agencies, or federal agencies. Accept of perntit is verification that I will ttotity the ownerllof th property of the requirements of / rl' Licit Law, FS 713. Signature at=Owner/Agent 1 ate Signature of Contractor/Agent Da!e _ I f rlit/r��a er/Agent's Notarial Seal SarahE. Angelo, NotaryPublic -Strabane Tv V., Washi4on County 2fnMlssiW E,j p es Mande 25, 2011 r, Penr i�4{rZft >fP f nRn gfc r�NM Known to Me or Produced ID1 APPROVALS: ZONING: CM g 1b'f _ UTIL: FD: Special Conditions: Rev 02/2007 Agent's Name + tom, �" ( c� r � 1Uor� . . of Notary -State of lslorid�MM(]NlrNfzi?ttiiN OF PEN " Notarlai �ea9 Sarah E. Ar , o, Notary Public North Strabane Twp., °Nasteingbun County My Commission Expires Mardi 25, 2011 Contractor/Agent is X Personallornbari tWe5givania Association of Notaries _ Produced ID 61101a / ENG: BLDU: _.A__... v u�tC v✓� D `I ./ r (� ' 6 _ k %.ca ,t.c r, r 0 ' s p I Lac J 5(s, 1 r r r r r 6' BALL WITH U BUILDING $! pa 58.50 1 FL.A DO i SIGN -LA DOT -IGN r —L - -- ---- GENERAL. NOTES 4'-0), 0 Foundation Specs 2'-0" x 2'-0" x S-0" D p. Monolithic .44 cubic yds 3" x .250" WALL TS 31 YIELD STEEL 2'-0" X 2'-0" X 3'-0" DEEP CUBE FOOTING N.T.S. I 4 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. Tho Florida Ouildir►g Codo (2004 Edition). b. American Society of Testing and Materials (ASTM) specifications. c. Building Code Requirement for Reinforced Concrete (ACI 318-95). d. Code for Welding in Building Construction of the American Welding Society. e. Specification for the Design, Fabrication and Erection of Structural Steel for Buildings by The American Institute of o, Steel Construction (AISC) (Current Edition). 2. Concrete shall be 3000 P.S.I. 0 28 days Compressive Strength, STD WT (150 P.C.F.). ' 3. Reinforcing Steel shall be ASTM A-615, , Grade 60, (If required). a. All reinforcing steel shall be free from mud, oil, rust or coatings that would reduce or destroy bond. b. All reinforcing bars shall lop 30 diameters minimum, except as noted. c. Minimum concrete cover on ties, stirrups and main bars shall be 3/4 inch for slab, wall and surfaces not exposed to weather or in contact with ground; 3 inches for unformed surfaces deposited against the ground except as noted. 4. Structural Steel and Plates shall be A-36. Structural tubing shall be ASTM A-500, Grade B, Fy=46 ksi. Structural piping shall be ASTM A--53, Grade B, Type E or S, Fy=35 ksi, unless otherwise noted. 5. Anchor Bolts shall be ASTM A-307, unless otherwise noted. 6. High strength bolts for connections shall be ASTM A-325, unless otherwise noted. 7. Welding electrodes shall comply with AWS D1.1 —97, E 70xx. 8. Design Wind Speed= 13-Q_ MPH (F.3.C,). Equivalent • Wind Load= 37.50 PSF 0 __6� Feet above the ground. (3 Second Gust) 9. Soil Bearing Capacity Requirements: a. Spread Footings: Minimum Allowable Soil PLANS REME D Bearing Capacity shall be — P.S.F. b. Cube or Auger Footings. Minimum Lateral J"[TY OF SANFORD Soil Bearing Capacity shall be _5Q0 _ P.S.F. per foot of depth. f 10. Contractor shall verify all dimensions and conditions in the field before erection and I notify the Engineer of any discrepancies. HERMIT # �"'FACE I DATE, 1'--6$1 DIAMETER OPTIONAL FOOTING DETAIL N.T.S. _ 'I� __ __ _ __ 1771 11"'iDUSTRIAL RD DO FFI�,'N, AI__ 30"'303 Pi IONS: (334) 8;35--1400 FAX: (:." 34.) 8 35- 1401 N0110E: T.E.G. is responsible for column and foundation design only. Signs and all sign face attachments are the responsibility of the sign manufacturer. ".eYw.y�av�¢'�;" i.u.-:.t.1:5..�L'i6x:iGe'nszF..iE.ii.l4Yitxe\aa:vkf.:15[:.eSN.aa.,i65tiuY.Atia'::1r.:2a\Ltlia.G.ti4x✓.Y.,rY.iJL[lSh0:1/.'Wh4'n.:RW wS✓.:.:L4H:f. I.D. associates, Inc. 1771 Industrial Road Dothan, AL 36303 4' x 4' 84 LUMBER Monument Sign @ 6'-0" OAH Sanford, FL A THOhCMN DRAWN BY CET �� o DATE 04 24 07 _/.-0`7.. GROUP, LW SCALE: 3/8>,-1'-0" ' ZMYr\i.lrL'MYJ.C.LHJE.CcLGA'i4h'ii4[[K.iS�RYY�d+k P10ItIuA ; a.1 . S0539 P, .0.` ( 1t30X (7h` 7 y ) y PROJ.# 026407 111 .1�1.aJ.1''1 A.7, ' `; Jrf :3'(1 "`0 4rl uus:�sx.,.••.ti..�.•�a:,w�uuua.::w�..ww.rs— CViL %. TkIOMPSON, JR., t',L. 1(42- '3- )745-0644 DWG.} EC--3939 y to Ileal Ile Ave, CITY OF SANFORD PERMIT APPLI 3 09- /10 Application # : ` Job Address: yt QMhi d Parcel ID: _ �__ ____ Zoning:_ Description of Work: CATION Submittal Date: Value of Work: $ C 40 Historic District: Square Footage; .......................................................3....'........... '.......................................... /... •Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing 04l hire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change or Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures % 1) Alof Water & Sewer Lines � # of Gas Lines 6 Plumbing/New Residential: # of Water Closets 1 tPlumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial Industrial ❑ ccupancy Use Gr up(s): Construction Type: # of Stories: / # of Dwelling Units: XFloud Zone/V. (FEMA form required) ...... ... .. .....................1......... ...r^~ ... .... ..........,/ Property Owner: •• •L. • (.-_l• • (� (✓ Contractor: • V�G� .I •C l� !/ /!i /v, ) I .. P t %'/�' �L Ad,Iracc• ' 1 J •1 �..-.i '1 r, 4i '..� 'L^, Address: Phone: ` ..1 Bonding Company: Address: E--y—f Ph eILj' ense Number: C� Mortgage Lender: Address: r, 11 - L,_ t ,� i Phone ll 1 I v Address: q .� t G ? I A I (title 1 �'� h Ct C1 o Fax: Plan Review Contact Person: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERI'Y. IF YOU INTEND TO OBTAIN FINANCING; CONSUL; f WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be lbund in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Datc Owner/Agent is v Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: I'D: Special Conditions: Rev 02/2007 iirenients of Florida Lien Law, F%S 7�13 gnature of Contractor/ent Pr rCt to actor/A n't'� N ' rc Signature of N tary Ste e of Florida Contractor/Agent is — Persona `1 Produced II) 101 „j):rte Date CHERYL HUBBARO MY COMMISSION #OD484347 EXPIRES: OCT 20, 2009 ;(need Ntrough 1st State Ittsurance ENG: BLDG: III II II it I I II ---- JL---- II JL ---- I J II II I I I JL____JL_---J r- -! I L _I IF.----_� , ----JL----J ONIICONC. SLAB I ----JL----J I I I Q4"VTR L _ NORTH 04 PLANT SHED BUILDING 1 /8"=1'-0" 0 0 7RDER BINS \NINE I I I I STORAGE I I I I ROOM I I I I I i I I i I M4' R SPRINKLER I ROOM F1 I I I SP A,tiER ISER 4" 6" �0 NORTH03 2O,000 STORAGE PLAN Ii 1 /8"=1 ' -0" M KEY: FIRE PROTECTION SERVICE 8 Q CHECK VALVE 9 EXTERIOR ❑3 WALL MAIN DRAIN 0 AIR COMPRESSOR 10 2 6 �5 SHUTOFF VALVE (NORMALLY CLOSED) 11 ~F5] SHUTOFF LVE (NORMALLY OPEN) PEN) Q AIR MAINT. DEVICE 12 2 ® FLOW SWITCH L� J ELECTRIC ALARM 4 10 PRESSURE GAUGE 11 DRY PIPE VALVE 12 SIAMESE CONNECTION 13 FLOOR _ 13 BALL DRIP -1 F 1 ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT MANUFACTURER'S STANDARDS, MEET LOCAL CODE REQUIREMENTS, AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. IF FIRE RISER IS LOCATED BELOW GRADE, ROUTE ALL DRAINS TO NEARBY FLOOR DRAIN. IF FIRE RISER IS LOCATED ABOVE GRADE, ROUTE ALL DRAINS 'TO OUTSIDE AS SHOWN PER ARCHITECT OR TO NEARBY FLOOR DRAIN. 0 FIRE PROTECTION RISER - DRY PIPE 5NOT TO SCALE NORTH o FIRE PROTECTION NOTES GENERAL: REFER TO FIRE PROTECTION DRAWINGS FOR DESIGN AND CRITERIA. FIRE PROTECTION DESIGN CRITERIA BUILDING CODE: UBC 2003 13UILDING USE GROUP: MODERATE HAZARD STORAGE GROUP S1; MERCANTILE GROUP M; BUSINESS GROUP B; BUILDING CONSTRUCTION: TYPE 118, UNPROTECTED, FULLY SPRINKLED BUILDING CLASSIFICATION: ORDINARY HAZARD GROUP 2 DENSITY/AREA DESIGN: 0.20 GPM/SQ. FT. ® 1500 SQ. FT. ORDINARY HAZARD GROUP 2 HOSE DEMAND REQUIREMENTS: 100 GPM (INSIDE), 250 GPM (COMBINATION INSIDE/OUTSIDE) HOSE DEMAND DURATION: 60-90 MINUTES SPRINKLER HEAD TYPE: AREAS WITH CEILINGS PROVIDE CHROME SURFACE MOUNTED TYPE, AREAS WITHOUT CEILINGS PROVIDE BRASS (UP —RIGHT) TYPE. FLOW TEST: CONTACT WATER UTILITY SERVING BUILDING FOR LATEST PRESSURE READING IN AREA. NOTE: THE ABOVE MENTIONED CRITERIA SHALL BE USED AS A MINIMUM DESIGN BASIS. BUILDING TYPE, CONSTRUCTION, AND CLASSIFICATION TO BE CONFIRMED BY CRITERIA SET FORTH IN ARCHITECTURAL DRAWINGS. SPRINKLER SYSTEM DESIGN SHALL MEET REQUIREMENTS OF NFPA 13, STATE/LOCAL AUTHORITIES, AND OWNER'S INSURANCE COMPANY. FIRE PROTECTION NOTES OGENERAL: PROVIDE AUTOMATIC DRY PIPE SPRINKLER SYSTEM THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE NOTED OR INDICATED. COVERAGE SHALL BE FOR ORDINARY HAZARD GROUP 2 OCCUPANCY. O2 PROVIDE COVERAGE OF ORDINARY HAZARD OCCUPANCY FOR THIS AREA. O3 PROVIDE SHIELDS, TRAYS, ETCETERA AS PER NFPA REQUIREMENTS FOR THIS AREA. OGENERAL: FIRE SPRINKLER CONTRACTOR TO ROUTE FIRE PROTECTION PIPING AS REQUIRED TO AVOID HVAC AND ELECTRICAL. V ---OF _I 4" � 6» FlU7 10,000FT STORAGE PLAN 1 /8"=1 '-0" PLUMBING PLAN NOTES E1 SANITARY WASTE, STUB 5'-0" OUTSIDE BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION. MAKE NECESSARY CONNECTIONS AS REQUIRED. FZ DOMESTIC WATER, STUB 5'-0" OUTSIDE BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION. MAKE NECESSARY CONNECTIONS AS REQUIRED. ❑3 FOR ENLARGED PLUMBING FLOOR PLANS, SEE PLUMBING SHEET P2. F4 AIR HANDLING UNIT: REFER TO "AIR HANDLER UNIT CONNECTIONS" DETAIL ON SHEET P3 FOR CONNECTION REQUIREMENTS. 1 ROUTE CONDENSATE PIPING LOCATED ABOVE MECHANICAL PLATFORM. SLOPE AT 1/8" PER FOOT. © CONDENSATE DRAAN: ROUTE PIPE THRU MECHANICAL PLATFORM, FASTEN AND SECURE AS REQUIRED. a7 FIRE PROTECTION, STUB 5'-0" OUTSIDE BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION. MAKE NECESSARY CONNECTIONS AS REQUIRED. ® SIZE AND CONTINUATION OF FIRE PROTECTION PIPING BY THE FIRE PROTECTION CONTRACTOR. �9 PROVIDE A 12"x12" MINIMUM ACCESS PANEL. 10 PROVIDE APPROVED BACKFLOW PREVENTION DEVICE AND WATER METER ON DOMESTIC WATER SERVICE PER LOCAL AND STATE AUTHORITIES AS REQUIRED. REFER TO "DOMESTIC WATER SERVICE ENTRY" DETAIL ON SHEET P3. 11 ROUTE CONDENSATE PIPING IN CEILING SPACE AS HIGH AS POSSIBLE. SLOPE AT 1/8" PER FOOT. 12 TERMINATE CONDENSATE DRAIN LINE DOWN INTERIOR WALL AND THROUGH EXTERIOR WALL 12" ABOVE FINISHED GRADE. 1 2 3 10 0 0 10 F_/r__Lj I -_ I � I CONFERENCE I � — �i— ( ROOM _I e��= 10 NA _dL 0 Li 10 W � - rl- O (0(D 10 1 0 ok- lo 4 L_ — mil II 1Y�„I 9 G , 6" 1 „ 1Y4" ! 10 �® —7 -MITI E77FA 2�- W— noF I $(5ER»--r-- 111 it � ��!ll00000 F1 1Ya O � � dCJINi! I ROOM 4 2 STO AGE I - — CO — "" 1Y4" 11 Q 12 I I 1Y4„ 6 ° AHU `I A3 :ti zce I CO DV1Q7J II —wv~i Uj rn••r 1 4 AHU --n �» 1 FFC0 E 4» — 4 EXT.— — A/ R (D (D- IFFIC I I DISPATCH r 4 �3i MANAGER'S I I Imam IOFFICE I OFFICE I I I r ELECTRICAL 0 O3 ROOM `'" INVOICE BOA D V V/ REVISION NORTH MAIN BUILDING PLA1, REVISION T PE IT err ®aloe: - - THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OT ER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUC"FIUN AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE H�� UR C�p1JDCO REQUIREMENTS. HxGHLxG ovelf) ors OIVY x0�s APf- I PR�v?ou§ Christopher R. Larson, PE0043082 R ��Vx�w • A CpMMeryTS APPLY+ 0a 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 151 (724) 228-3636 11111111 Larson Binkley, Inc. T 913-383-2621 6363 College Blvd., Suite 400 F 913-383-2831 Overland Park, Kansas 66211 larsonbinkley.com d� Florida Certificate of Authorization Number 8039 COPYRIGHT 2006 John C. Coulter, PE0030426 ERCHANDISING REVISIONS BUILDING REVISIONS ENHANCEMENT PROJECT INFORMATION DESCRIPTION SIrTinn NO DATE .PROJECT SCALE: 1/8" = 1 8/23/06 CHANGED SQ FT—MEF PLUMBING JOB sr� ZE\jjE\j*D N 0 S PLAN STORE 0. ORD - xffl%P MELLONVILLE AVE & CATAPULT ROAD SHEET 0.j ' CITY OF ,SANF'OR:D DESIGN BY: AM DRAWN BY: AM SEMINOLE COUNTY, FLORIDA DATE: 11 08 06 PLUMBING SPECIFICATION THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK—UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH —IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS — GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETCETERA. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, EQUIPMENT SUPPLIER, ETCETERA. INCLUDED ,ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE PROJECT SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON —SITE. SANITARY DRAINAGE PIPING ABOVE/BELOW FLOOR SHALL BE PVC WHERE PERMITTED BY CODE & LOCAL AUTHORITIES. IF PVC IS NOT ALLOWED PIPING ABOVE FLOOR SHALL BE HUBLESS CAST—IRON PIPE, FITTINGS AND CONNECTIONS, AND PIPING BELOW GRADE SHALL BE SERVICE —WEIGHT HUB AND SPIGOT TYPE CAST—IRON WITH NEOPRENE GASKET JOINTS. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4-" PER FOOT FOR PIPE SIZES 3" AND SMALLER, 1/8" PER FOOT FOR PIPE SIZES 4" AND LARGER, UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF DWV PLASTIC WHERE PERMITED BY CODE & LOCAL AUTHORITIES. IF DWV PLASTIC IS NOT ALLOW, PIPING SHALL BE STANDARD WEIGHT CAST IRON NO —HUB VENT RISERS. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING: TYPE M COPPER TUBING UP TO 1" ID, TYPE DWV TUBING AND FITTINGS FOR 1-1/4" AND LARGER SIZES. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2" MINIMUM TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURE AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN —ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION: FLEXIBLE, ONE PIECE, EXPANDED CLOSED —CELL ELASTOMERIC PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 518, SELF—SEALING, WITH A MAXIMUM VAPOR TRANSMISSION RATING OF 0.20 PERM WHEN TESTED ACCORDING TO ASTM E 96. THERMAL CONDUCTIVITY (K VALVE) SHALL NOT EXCEED 0.27 BTU*€N./HR.*FT2*'F AT 757 MEAN TEMPERATURE, AND INSULATION AND JACKET SHALL BE RATED FOR OPERATING TEMPERATURES FROM 407 TO 180'F. PROVIDE INSULATION THICKNESS AS INDICATED. DOMESTIC COLD WATER PIPING 1" & SMALLER: 1/2" THICKNESS DOMESTIC COLD WATER PIPING 1-1/4" — 2": 3/4' THICKNESS PLUMBING VENT PIPING WITHIN 6 FEET OF ROOF OUTLET: 1" THICKNESS HOT WATER & WASTE PIPING BELOW HANDICAP LAVATORIES/SINKS. DOMESTIC COLD WATER PIPING 2" & SMALLER: 1/2- THICKNESS CONDENSATE PIPING: 1/2" THICKNESS DOMESTIC HOT WATER PIPING 2" & SMALLER: 1/2" THICKNESS SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE OR OTHER EQUIPMENT ITEMS, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902—T BALL VALVE, CHROME —FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.Q.G., SOLDER END. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETCETERA. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY —IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. PLUMBING SYMBOLS LEGEND — COLD WATER (CW) - — — — — — — — - COLD WATER (CW) — BELOW SLAB/GRADE F FIRE PROTECTION (F) — — HOT WATER (HW) D CONDENSATE LINE (D) OD CONDENSATE OVERFLOW LINE (OD) — PLUMBING VENT (V) SANITARY WASTE (SAN) — BELOW SLAB/GRADE --+o --*0 PIPE TURNING UP/DOWN TEE TURNING UP/DOWN 0 is .91 SHUTOFF VALVE (BALL TYPE) ** FIXTURE IDENTIFICATION ** PLAN NOTE AFF/AFG ABOVE FINISHED FLOOR/GRADE IW INDIRECT WASTE PC PLUMBING CONTRACTOR CO CLEANOUT WCO WALL CLEANOUT FFCO/FGCO FLUSH FLOOR/GRADE CLEANOUT BV BALL VALVE AS ANGLE STOP FD FLOOR DRAIN RI ROUGH —IN OC ON CENTERS FPC FIRE PROTECTION CONTRACTOR MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR GENERAL NOTES A. SPECIFICATIONS, REFER TO PLUMBING SPECIFICATION ELSEWHERE IN DRAWINGS FOR FURTHER INFORMATION AND REQUIREMENTS FOR PLUMBING CONTRACTOR. B. SUSPEND ALL HORIZONTAL SERVICE PIPING SHOWN ON THIS PROJECT SUCH AS, BUT NOT LIMITED TO, WATER, SANITARY WASTE/VENT, GAS, ETCETERA FROM UNDERSIDE OF ROOF AND/OR FLOOR STRUCTURE, UNLESS OTHERWISE NOTED OR INDICATED. HOLD SUCH PIPING HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS, CHASES, ETCETERA. TO SERVE FIXTURES AND EQUIPMENT AS SHOWN ON PLANS. C. CONTRACTORS AND SUB —CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT, REFERENCE TO THE COMPLETE DOCUMENT SET. D. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES, DROPS, AND! OFFSETS, AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. E_ DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FITTINGS, VALVES, OFFSETS, ETCETERA. AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. SUBMIT SHOP DRAWINGS PER THE SPECIFICATIONS. F. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY, INCLUDING APPLICABLE SECTIONS OF ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. G. PROVIDE BACKFLOW PREVENTION DEVICES, (BPD) IN WATER LINES FEEDING PLUMBING FIXTURES AND/OR EQUIPMENT, AS SHOWN ON PLANS AND ELSEWHERE AS REQUIRED BY LOCAL AUTHORITIES. USE DEVICES OF APPROVED TYPE AND MANUFACTURER (ATMOSPHERIC VACUUM, PRESSURE VACUUM, DOUBLE CHECK, AND REDUCED PRESSURE). H. VERIFY SERVICE CONNECTION POINTS, SIZES, ELEVATIONS, AND METERING LOCATIONS FOR PROJECT WITH LOCAL UTILITIES COMPANY'S AND/OR CIVIL ENGINEER. SERVICES TO INCLUDE BUT NOT LIMITED TO DOMESTIC WATER, FIRE, SANITARY SEWER, STORM SEWER, GAS, ETCETERA. I. WATER PRESSURE, PLUMBING CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL LOCALLY REQUIRED DEVICES SUCH AS WATER METER, BACKFLOW PREVENTION DEVICES, ETCETERA. IS LESS THAN 55 PSIG STATIC, CONTACT OWNERS REPRESENTATIVES. IF PRESSURE IS IN EXCESS OF 80 PSIG STATIC, INSTALLATION OF PRESSURE REDUCING VALVE IS REQUIRED. J. WATER HAMMER ARRESTORS SHALL BE INSTALLED THROUGHOUT PLUMBING WATER SYSTEMS AS REQUIRED, REFER TO "WATER HAMMER ARRESTER" DETAIL ON SHEET P3. K. PROVIDE ESCUTCHEONS ON ALL WALi_ PENETRATIONS. L. WATER ENTRY SERVICE PIPING, NEW AND/OR REVISED. PLUMBING CONTRACTOR SHALL ENSURE AND PROVIDE MINIMUM 10'-0" LINEAL FEET OF METAL PIPING MATERIAL BELOW GRADE FOR CONNECTION OF ELECTRICAL SERVICE GROUNDING. PLUMBING PLAN NOTES REFER TO SHEET P1 FOR CONTINUATION. Q2 PROVIDE VENT THRU ROOF IN THIS VICINITY PER "VENT THRU ROOF [VTR]" DETAIL ON SHEET P3. ❑3 PROVIDE APPROVED BACKFLOW PREVENTION DEVICE AND WATER METER ON DOMESTIC WATER SERVICE PER LOCAL AND STATE AUTHORITIES AS REQUIRED. REFER TO "DOMESTIC WATER SERVICE ENTRY" DETAIL ON SHEET P3. ® PROVIDE WATER HEATER AND EXPANSION TANK IN THIS VICINITY PER "WATER HEATER" & "EXPANSION TANK" DETAILS ON SHEET P3. PROVIDE A 12"x12" MINIMUM ACCESS PANEL PLUMBING FIXTURE SCHEDULE OA TANK WATER CLOSET (HANDICAP): AMERICAN STANDARD #2377.100 "CADET 16Y2"H, #4098.700 TANK, FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED, 1.6 GPF, RIM 16)2" AFF; OLSONITE #95, OPEN FRONT SEAT LESS COVER, LOOSE KEY ANGLE STOP. Al TANK WATER CLOSET (HANDICAP): AMERICAN STANDARD #2377.100 "CADET 16Y2"H, #4098.900 TANK, RIGHT HAND TRIP LEVER, FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED, 1.6 GPF, RIM 16YG" AFF; OLSONITE #95, OPEN FRONT SEAT LESS COVER, LOOSE KEY ANGLE STOP. ® TANK WATER CLOSET: AMERICAN STANDARD #2333.100 "CADET", FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED 1.6 GPF, RIM 14" AFF. OLSONITE #95SS OPEN FRONT SEAT LESS COVER. PROVIDE LOOSE KEY ANGLE STOP. © URINAL (HANDICAP): AMERICAN STANDARD #6561.017 "TRIMBROOK", WHITE VITREOUS CHINA, 1.0 GPF, SIPHON JET, WALL MOUNTED, 3/4" INLET SPUD, FLUSHING RIM AND WALL HANGERS; SLOAN "ROYAL" #186-1 WITH VACUUM BREAKER AND ANGLE CHECK STOP. RI 17" AFF TO RIM. �C LAVATORY (HANDICAP, WALL HUNG): AMERICAN STANDARD #0124.024 "COMRADE", 20"x18" VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION, WALL HANGER; CHICAGO FAUCET #1802A, 4" CENTER SET WITH 1000 HANDLES; GRID STRAINER DRAIN WITH TAILPIECE, CHROME PLATED CAST BRASS P—TRAP WITH CLEANOUT AND WASTE ARM TO WALL WITH ESCUTCHEON, LOOSE KEY ANGLE STOP VALVES, INSULATE WATER AND WASTE PIPES UNDER LAVATORY WITH TRUEBRO "LAV—GUARD 2" #102E—Z KIT. RI 34" AFF TO RIM. C1 LAVATORY (WALL HUNG): AMERICAN STANDARD #0124.024 "COMRADE", 20"x18", WHITE VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION AND WALL HANGER. CHICAGO FAUCET #802-10OOCP, 4" CENTER SET WITH SINGLE WING HANDLES. PROVIDE GRID STRAINER DRAIN WITH TAILPIECE, CHROME PLATED CAST BRASS P—TRAP WITH CLEANOUT, WASTE ARM TO WALL WITH ESCUTCHEON, 0.5 GPM AERATOR AND LOOSE KEY ANGLE STOPS. RI 31 " AFF TO RIM. O MOP BASIN: STERN WILLIAMS #MTB-2424BP, 24"x24"x1O" TERRAZZO CONSTRUCTION WITH INTEGRAL STAINLESS STEEL 3" DRAIN, #A-20 ANODIZED ALUMINUM CAP ALL EXPOSED SIDES, STAINLESS STEEL BACKSPLASH PANELS, #T-10—VB FAUCET AND #T-35 HOSE AND HOSE BRACKET. MOUNT FAUCET 42" ABOVE FINISHED FLOOR. OE WATER COOLER (HANDICAP): ELKAY #EZSTLBC, TWO LEVEL ACCESS, MINIMUM CAPACITY 8.0 GPH FROM 807 TO 50'F WITH AMBIENT TEMPERATURE OF 907 UTILIZING A 325W, 115V, 60HZ SINGLE PHASE COMPRESSOR, LOOSE KEY ANGLE STOP, P—TRAP WITH CLEANOUT AND WASTE ARM TO WALL MOUNT ORIFICE OF HIGH UNIT AT 404" AFF. FLOOR DRAIN (LIGHT DUTY): JR SMITH #2010 CAST IRON DRAIN WITH NICKEL BRONZE STRAINER, MEMBRANE FLASHING CLAMP. PROVIDE OUTLET WITH P—TRAP. CLEAN AND POLISH STRAINER TOP AFTER INSTALLATION. OPTIONAL ROUND OR SQUARE STRAINER. F1 FLOOR DRAIN (MEDIUM DUTY): JR SMITH #2110 CAST IRON DRAIN WITH 8.5" CAST IRON BAR GRATE, MEMBRANE FLASHING COLLAR, AND SEDIMENT BUCKET. PROVIDE OUTLET WITH P—TRAP. © TRAP PRIMER: PRECISION PLUMBING PRODUCT #PRIME —RITE, AUTOMATIC OPERATIONS, 1/2" INLET AND OUTLET. SERVICE UP TO FOUR FLOOR DRAIN WITH DISTRIBUTION UNIT. INSTALL IN ACCESSIBLE LOCATION WITH PRIMER BEING A MINIMUM OF 6" ABOVE FLOOD LEVEL OF FLOOR DRAIN RIM. PROVIDE ACCESS PANEL AS REQUIRED. OH WATER HEATER (LOWBOY): A.O. SMITH #ELSC-20S, 20 GALLON STORAGE, 14 GPM RECOVERY AT 907, 2500 WATT HEATING INPUT WITH 120V, 1 PHASE ELECTRICAL SERVICE, SIX YEAR LIMITED WARRANTY, GLASS LINED STEEL TANK, IMMERSION ELEMENT: ZINC —PLATED, COPPER SHEATH, SCREW —IN TYPE, STEEL JACKET WITH ENAMEL FINISH, THERMOSTAT/HIGH LIMITS — TEMPERATURE CONTROL AND OVERHEAT PROTECTION, SIDE LOCATED �Y4" INLET/OUTLET CONNECTIONS. FACTORY INSTALLED T&P RELIEF VALVE. COMPLIES TO ASHRAE/IES 90.1-1999 & 2004 NAECA_ �J EXPANSION TANK: AMTROL #ST-5, THERM—X—TROL, MOUNT ON WALL WITH UNISTRUT AND CLAMPS ABOVE WATER HEATER. OK WALL HYDRANT. JR SMITH #5609QT ANTI —SIPHON, AUTOMATIC DRAINING WALL HYDRANT, NON —FREEZE INTEGRAL BACKFLOW PREVENTER, ALL BRONZE INTERIOR PARTS, KEY OPERATED, 3/4" SOLDER INLET. MOUNT 18" ABOVE FINISHED GRADE OR PER ARCHITECT'S REQUIREMENTS. © COUNTER SINK (DOUBLE): ELKAY #LR-3319 33"x19.5"x7.625" DOUBLE COMPARTMENT, SELF —RIMMING, 18 GAUGE STAINLESS STEEL COUNTERTOP SINK WITH FAUCET LEDGE. CHICAGO FAUCET #1100, 8" CENTER SET WITH 8" SWING SPOUT, 2 GPM AERATOR AND SINGLE WING HANDLES_ PROVIDE ELKAY #LK-18B GRID STRAINER WITH TAILPIECE, LOOSE KEY ANGLE STOPS, P—TRAP WITH CLEANOUT & WASTE ARM TO WALL, CHROME PLATED. SET FIXTURE IN BED OF PUTTY. FIXTURE BRANCH SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (TANK) 1/2- -- 4" 2" URINAL (FLUSH VALVE) 1" -- 2" 1Y2- LAVATORY 1/2- 1/2- i)�. 1Y" MOP BASIN 1/2- 1/2- 3" 1Y2" WATER COOLER 1/2" -- 1Y4' 1Y4 FLOOR DRAIN -- -- 3" 1Y2" FLOOR DRAIN __ __ 4" 2" WALL HYDRANT 3/4" -- -- -- SINK 1/2" 1/2" 2" 1)2- JILtS ARL MINIMUM BRANCH SIZE TO FIXTURE. Q 84 LUMBER 1019 ROUTE 519 HTY FOUR, PA 151 (724) 228-3636 THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Christopher R. Larson, PE0043082 REVISIONL B' kl ERCHANDISING REVISIONS BUILDING REVISIONS DATE DESCRIPTION NO DATE DESCRIPTIOi� 1 1 8/23/06 1 CHANGED SO Fr —MI arson m ey, nc. T 913-383-2621 6363 College Blvd., Suite 400 F 913-383-2831 Overland Park, Kansas 66211 larsonbink(ey.com Florida Certificate of Authorization Number 8039 COPYRIGHT 2006 John C. Coulter, PED030426 ENHANCEMENT PRO J.C,T PROJECT INFORMATfAM 1 V 1 V SCALE: 1 /8" = 1'— row IDPLUMBING JOB NOS, RISERS AND SCHEDULES STORE ' 1q( or OR MELLONVILLE AVE. & CATAPULT ROAD SHEET �0� CITY OF S`ANFORD DESIGI I � DRAWN BY: SEMINOLE COUNTY, FLORIDA DATE: 11 /08/