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HomeMy WebLinkAboutSt. Lucie Business Park (Lots 3 & 4) 52328ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: 4 TnriP County PROJECT NAME: SL BUSINESS PARK WAREHOUSE CONTRACTOR: Ahrens Construction ARCHITECT: Kuoppala and Associates OWNER: St. Lucie Investments LOCATION: 8241-61 Business Park Dr. BUILDING SIZE: 21,130 sq. ft. OCCUPANCY TYPE: Storage CONSTRUCTION TYPE` SBCCI. IV un. NFPA. a FIRE PROTECTION: Automatic Sprinkler Yes Occupancy Hazard N.F.P.A. #1: Requirements: No PLAN NUMBER I#6015 BUILDING DEPT. NO. 90-0540 PHONE NUMBER 863-0001 PHONE NUMBER 439-6424 DATE RECEIVED 3-20-90 NUMBER OF STORIES BUILDING HEIGHT..___ 1 Note To Building Official: The attached plans have been reviewed by the St. Lucie County -Ft. Pierce Fire Marshal's Office for compliance, to the`NFPA Life Safety Code 101, 1988 Edition. The following code revisions are necessary for compliance to the Southern Standard Buidling ,:code. These revisions were not mentioned in your plan review but are noted herein. 1. Maximum area allowed Table,400 = 16,000 square feet. Area of increase 100% = 32,000 square feet. 2. SBCCI. Walls separating occupancies of the same group shall be constructed of materials having a fire resistant rating of one (1) hour except that in Group "B" Business and Group "S" Storage buildings. Non -rated partitions may be used to separate tenants provided no area between partitions rated one hour or more exceeds 3,000 square feet. Partitions shall extend from the floor to tight against the underside of the roof deck and shall extend outward to include the eave line. mr, NOTE: Truss assemblies are not part of an approved rated assembly. Walls have to extend to the roof deck above. rIONS CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIO 24, HOUR IN ICE REQUIRED ON ALL INSPECTIONS REVIEWED f3Y DATE' I BUILDING PLAN CHECKSt. Lucie Business Park'Wrehouse #6015 CONTINUED: 3. 5-8.1 Illumination of means of egress shall be provided for all designed exit doors, stairs, aisles, corridors and ramps. Illumination shall be continuous during the time the -means of egress needs to be available for use whenever the building is occupied. 4. 54.1 Artificial lighting shall be employed when the minimum requirement of natural lighting cannot be achieved. 5. 5-9.1 This occupancy requires emergency lighting facilities so arranged to maintain a speicifc degree of illumination throughout the means of egress for a periodof '1 1/2 hours in'the event of failure of the normal lighting. 6. If any bay is to be occupied other than daylight hours and if windows or skylights are not provided, an emergency lighting system shall be required. If emergency lights are required they shall be provided with 90 minute battery back-up. 7. 5-10.3.6 When emergency lighting facilities are required, exit signs except self -luminous signs shall be illuminated by the emergency lighting system. 8. 6-5.1 Interior Finish. Flame spread rating - Class A 0-25, Class 25-75, Class C 75-200 The interior finish on walls and ceilings of exit enclosures,lobbies, and exit access corridors' shall be limited to Class A or Class B. 9. SBCCI The penetration of fire resistant walls or partitions, floors or floor ceiling assemblies for electrical, telephone, plumbing, air conditioning, intercommunications systems, or similar facilities shall not be permitted unless usch openings are installed in such a manner thatthefire resistance is not reduced. TIONS CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTI{ i 4 HOUR NOTICE REQUIRED ON ALL INSPECTIONS VIEWEDI:.� —DATE— Slfl'ATUF#E FR1 90-0540 Project Name: ST. LUCIE BUSINESS PARK - SHELL WAREHOUSE - BUILDING Ill Architect: KUOPPALA & ASSOCIATES Ph: 439-6424 Contractor: AHREN CONSTRUCTION & DEVELOPMENT Ph: 863-0001 (W.PALM) Owner. ST. LUCIE INVESTMENT Ph: (305) 576-6333 a Address: 8241-8261 BUSINESS PARK DR. PORT ST. LUCIE, FL 34952 up�A�, 2eaf�e.�c1 Fs wr.r�l.®vac - Sj'+�i49e oec s' Occupancy Classification: S Type of construction: Height and Area: 21 Mo r S n-pL J _ p�Ooe1 Occupancy Requirements per Chapter IV: t"pn O�K `o `i G" 4«^ $ =- .LeP o.rve! �P dr®�cc s.�fdd��rd�1 as construction Requirements: A. Fire Protection: B. Egress Requirements: other Requirements: Elevators Sprinklers Standpipes Combustible Materials - Interior Roof Coverings lit/co2�� Light - Ventilation - Sanitation Handicap Requirements Plans sent to Fire Dept. - Date: 3 ls- 4700 � Approved: Plot Plan Check i Water _ Sever Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit' .„ BOARD OF COUNTY COMMISSIONERS MARCH 14, 1990 RICHARD CASTER ST. LUCIE INVESTMENTS 2601 BISCAYNE BLVD. MIAMI, FL 33137 DEAR MR. CASTER: DEVELOPMENT DIRECTOR TERRY L. VIRTA I HAVE REVIEWED THE PLANS SUBMITTED WITH BUILDING PERMIT APPLICATION PR90-0540 FOR A SHELL WAREHOUSE IN ST. LUCIE BUSINESS PARK. THE FOLLOWING IS A LIST OF SQUARE FOOTAGE THAT IS ALLOWED BY TABLE 400, ALL BASED ON TYPE IV UNSPRINKLERED, UNPROTECTED CONSTRUCTION: STORAGE 16,000 SQ.FT. MERCANTILE 9.000 SQ.FT. FACTORY INDUSTRIAL 21,000 SQ.FT. BUSINESS 17,000 SQ.FT. AS YOU CAN SEE, THE SQUARE FOOTAGE OF YOUR BUILDING EXCEEDS ALL CLASSIFICATIONS. IT WILL BE NECESSARY TO KNOW THE PROPOSED USE OF THE BUILDING AND HOW IT WILL BE DIVIDED TO MEET THE ALLOWABLE SQUARE FOOTAGE. ALSO, ANY INTERIOR BAY CONSTRUCTION WILL REQUIRE SEPARATE PERMITS AND EACH IS TO BE SUBMITTED WITH SEALED DRAWINGS. IF I CAN BE OF ANY FURTHER ASSISTANCE, PLEASE DO NOT HESITATE TO CALL ME. I CAN BE REACHED AT (407) 468-1553. SINCERELY, CHARLES McDERMOTT PLANS EXAMINER CC: AHREN CONSTRUCTION & DEVELOPMENT KUOPPALA & ASSOCIATES DENNIS MURPHY, LAND DEVELOPMENT MANAGER JAN URSO, ZONING ADMINISTRATOR No. s HAVERT L. FENN, District No. 1 • JUDY CULPEPPER, District No. 2 • JACK KRIEGER, District No. 3 • R. DALE TREFELNER, District No. 4 • JIM MINIX. District County Administrotor — WELDON DE LEW15 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Zoning: (407) 468-1553 0 Code Enforcement: (407) 468-1571 r ST. LUCIE COUNTY PERMIT APPLIC Ivry PERMIT NO. CODE # SEWAGE PERMIT NO. 0 APPLICATION FOR PERMIT TO CONSTRUCT Z�Q_ S1d wrrr 96 6�B LOCATION/ADDRESS" ✓LEGAL DESCRIPTION/ See t c-c lied r -PROPERTY T"X ID #L/ - S"-O (- Q O S, r I 'a '4fict� iTaftoc-B+ss Obt SITE PLAN •NAME_L-0ts I-4 4 11 -13 MAP # Z 76 FLOOD ZONE IV .4 ELEV `� Pwet.a •-S/D . -j L"t- e_ V5L /vim �� LOT 3�L(( BLK UNIT ✓SEC� ZG TKP RGE Z( GMPP- Y_-� fly wt_bT SIZE/DIMENSIONE3$' X (jay X 3(•ner K 30� X 370:C 0 'SET BACK FRONT VI(e( REAR' 7 k , SIDE SIDE DES T COST _ 3 Z�(' .Od BP VALUE RADON SQ FT BUILDINGS: LIVING AREA ' �'—cI, �� n:) ACCESSORY ARCHITECT: NAME �C7D �(��� t S d L/ci�-c�a PHONE �i3 f CeIf Z L/ ST 10 34 CTY ST ZIP CO�//NTRR�AL�CTOR: STATE REG/CERT # CQCOZE�?_Cp COUNTY C T #R-3 e- tL t'1 NAM DvONE O �3-��c�C� L 1 �(11 �22 5- - aaaw0G ST�p��6�•�I1.1 z RilkL_ CTYWE;bTYAL08CL1ST -33407 OWNER OF NAME S f L u c. (-e_ �Q ✓h th.Q PHONE 3d PROPERTY: ST rL ZIP3 > / 3 7 STATE OF FLORIDA, COUNTY OF ST. LUCIE 3 O Before me, the undersigned au t e sonall appeared,h. Y deposes and says that the in ation contained in on g dul sworn application is true and correct. Gc Swo. n to and 1 Tlryizp s1E� PLI NT 1�C•',C(li 40 . yoL subscribed before me thisay of 19 ve, SCHOOL IMPn� IMPACT Notary Pl,blic, State of FL at Large Re T-T ROAD Yyes no Myrconlmission expires q—yes no Req ROTARY PUBLIC STATE OF FLOR lOA Amt Pd Dist 5 qa'n MY COMMISSION EXP. MAR. 3,140z Date PT_ Zone BONDED THRU GENERAL INS. UMD. Fee ci331 (S- FORM 80DA-89 ' Non -Residential Buildings FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 e SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS ALL CLIMATE ZONES PROJECT NAME: /L S ) ZONE: ADDRESS: BUILDING. CLASSIFICATIONS : CITY ZIP CODE: .C-y BUILDING PERMIT NO.: BUILDER: AVdV4 'S PERMITTING OFFICE: 5T,9.11t:c cA� OWNER: JURISDICTION NO.: BUILDING INFORMATION WAL I ROOFICEILING I FLOORS DOORS I GLASS TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation I value Under allic Single Assembly Other: Insulation Rvalue Slabon-grade Raised Wood Raised concrete Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Single, rcol Double, root SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE - EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary & Heat Pump <65,000 Bluth Z 65,000 Bluth Water cooled Evaporaliway cooled 11IAC Chillers Other: SEER _ EER (� _ EER EEO _ LLH _ COP Central Heal Pump S-rRiP - <65.000 Bluth _ ? 65,000 Bluth _ - Water cooled _ Lvalanallw 1y, cuulrid PTHP _ Gasi011 (circle one) < 225,00013DD,000 Bluth _AFUE >_ 225,0001300,000 Bluth _El H�� HSPF COP COP Col. COP r - Electric Gas Oil HRU Other: Resistance Ded. Neal Pump Natural LPG C� ❑ ❑ ❑ ❑ ❑ LIGHTING KW: PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION 1 REOUIREMENTS CHECK Windows 502.4 Maximum of 0.5 Clint per linear foot of operable sash crack. Doors 502.4 Maximum of 11.0 elm per linear fool of operable sash crack. Joints/Cracks 502.4 To be caulked, gasketed, weatherstripped. or otherwise sealed. Reheat 503.3 Supply air restricted to set cold/hot deck temperature to meet load of worst case zone. Ventilation 503.4 Supplied with readily accessible switch for shut-off andlor volume reduction when ventilation is not required. _ HVAC Efficiency 503.4 Minimum efficiencies — Healing, Tables 5.5. 58: Cools : Tables 5-7. bunspull 11101gy 503.5 Minimum of 8.0. Balancing Sn36 Prtwkfo mn mr; lot WhIncing IIVAC all sysmnl & water disltiMdbn system. HVAC Controls 503.7 Separate readily accessible manual or aulomalic thermostat for each system. HVAC Duct Construction 503.9 Consfrucled In accordance with industry standards & local mechanical codes. Ducts must be insulated to minimum R = & It 15 (hr 'F 11 IlBlu). Piping Insulalim 503.10 In accordance with Table 5.10. Water Heaters 504.2 Must bear ASHRAE label indicating compliance with ASHRAE Standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric) of cut,off (gas) must be provided. Heat traps required. Must ment minimum water heating equipment efficiencies In Table 5.11 allot 111190. Swimming Pools & Spas 504.2 Spas & heated pools must have covers. Non-commercial pools must have Gas spa &pool healms in,, have minimum thermal efficiency of 75% (76% pump timer. after I I1190). Hot Water Pipes 504.4 Insulation is required lot recirculating systems. Piping heal loss is limited to 17.5 Blulhllinear foot of pipe; see Table 5.12. Water fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. Public lavatory lixlure maximum flow of .5 Apra or .5 gallon it has sell -closing valve. Lighting 505.1 Ballast efficacy factors are listed in Table 5.14. SECTION 8 COMPLIANCE Budget (Table 8-1): SECTION 4 COMPLIANCE -Dmpuler program used: Building MBTUISF: rS Section 5 Budget: Conditioned sq. It.: Section 4 Total: Compfiance with Section 8 was demonstrated by a Prescriptive Measures m6libcology or by Dual Calculation: 8073 eslaufarkels 80.4 8 809.2 Basic Features ilchen/anls 807.4 Kitchens 809.3 Dual Calculation Budget M Pieria and sP.Cilicalbna shall be alpned xmd tooled by a Florida r"feared on,teeal R1 architect with the eeCepllona provided lot it ee'In 8L229, FS and Seellee 471.00.n: FR I hereby cemW that the plans and speellle �I nehc'o:d Ey lass ealculauc, ereIn eompliiflEPwith the Florida Energy Coda. SIGNATURE:DATE: 0 ' Rovlew of Ihu plans And specifications eOVeled by INS CaleulaliDn IndiCalit C018a1111IC9 µ the Florida Energy Code. Before ConS1lUCIlen IS C011061fBd, 1I building will be InSpeCled ComptiancA In ar' ,-Rance with SCOW 553,908 FS, WILDING OFT,, . _ _ , DATE: ^-- ------------------------------------ 8-65 FORM 800-A-89 I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED. ■Y THE DEPARTMENT OF COMMUNITY AFFAIRS ENERGY CONSUMING WINTER SPRING AND FALL SUMMER ELEMENTS rAnE U. AREA • MTR MSTU U• IAREA MTR T MSTU U• +1 AREA { MTR MSTU WALLS A B ROOF (ClRAISED FLOOR A yINTERIOR WALLS GLASS CONDUCTION Ua Ao CWM- E OUTSIDE AIR CFM VWM F - -30; 0.0 G, PEOPLE HEAT At + PWM H LIGHTIHi HEAT WATTS• LWM w + HYAC -MOTOR HEAT + r• t wo. BHP =MWM- ; as B ISM • . 0. ►. Uw Aw +WSM 5 + Ur ! A, ! R S M T Ur At ' FSM SC T A9 } SSM T Y K WINTER SUBTOTAL (a , L START-UP HEAT Ae (m SUBTOTALS I Hof N HEAT/COOL SYS. MTR P SEASONAL SUBTOTALS m o' J Q ENERGY SUMMARY LIGHTING RAW ENERGY WATER HEATING I HVAC MOTOR -RAW ENERGY DEVICE COOLING TWR PUMPS ANUS - VAV ANUS - CV OTHER LRE x WATTS MSTU .; Ir9.soD.D R` OR BUH 0 A r MBTU MRE BHP MBTU TOTAL R i07A1 A18TU _ S FLOOR AREA At = CT, DESIGN ENERGY / Cool '. (CS_ lvll O HEATING I f3dn 11 ) ( I IF141W 9 I COOLING TOTAL Ay7�B-7T�U 6 ( ,; Y_ 7._ `_7 nl 'UDGET-Table 8.1 WABLE ENERGY /�f C5�W3C�9 ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Co nS-k-/u t-} 1 0 Address 1�758 N. M 1;{a�y Ta' 1 i 5 rite �DI� Wes+ Pal Rr1T33467 Date cL1 aA I CIO Permit # 40 - 0541b Road Benefit and Collection Zone #_ The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 LAND USE TYPE # UNITS # SQ FT (1000) L 43 C # PARKING SPACES # STUDENTS IMPACT FEE CALCULATIONS FEE PER TOTAL UNIT IMPACT FEE 21,130 M a05- . $ 413A).1.6" s. f 0,54 _.. PERMIT TRANSMITTAL APPROVAL f DATE NG QKENTAL / PLANNING NG EPT AIRPORT AUTHORITY (PLANNING) c PRI 90-0540 Project Fame: Architect: ST. LUCIE BUSINESS PARK - SHELL WAREHOUSE - BUILDING #1 KUOPPALA & ASSOCIATES Contractor: AHREN CONSTRUCTION & DEVELOPMENT Owner: ST. LUCIE INVESTMENT Ph: 439-6424 Ph: 863-0001 (W.PALM) Ph: (305) 576-6333 Address: 8241-8261 BUSINESS PARK DR. PORT ST. LUCIE, FL 34952 ��V,e...a2� Fs a..9r..rglaysG - Si�esr'�9e. ®cc::,�.YsaSG Occupancy Classification: S Type of Construction:._ Height and Area: .2413® --T Occupancy Requirements per Chapter IV: ComjpLq W1+1• mac• adt2. $8Cc .CCf ✓-o O..✓,✓E/` -.e®/° ,�osCt /.+..fmirr4d'f�q� Construction Requirements: A. Fire Protection: - B. Egress Requirements: Other Requirements: A ,4 Elevators Sprinklers d Standpipes +` Combustible Katerials - Interior -` Roof Coverings f s�c0 Light •- Ventilation - Sanitation Iv®t SXCW'-� Handicap Requirements Plans sent to Fire Dept. - Date: 3/ /S- 9®4.- Approved: Plot Plan Check Water Sever Paving 6 Drainage approval by Engineering Dept. Special Conditions prior to issuance '6reshold Affidavit/Before Issuance Affidavit STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLAtION PERMIT Authority. Chapter 381, FS Chapter 1 OD-6, FAC /G'SSa*0 ��Gf/�/�4V-� Permit Number Applicant\1E11A/91� L cr .S7£ S I'C ---------------PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL- Treatment Tank Minimum Draintrench OR Minimum Absorption '.. Size Bed Size (S X9) Septic tank or Grease $B 2 29 gallons interceptor gallons Square Feet Square Feet aerobic uni (8X9) Septic tank or Dosing tank OD gallons Square Feet $8z Square Feet aerobic unit gallons Graywater tank gallons a/,9L Square Feet Square Feet Laundry AM10 Sy6r6tn Square Feet Square Feet waste tank gallons Other Requirements: (a) Installation must be in accord with requirements of chapter I GD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final instaJl atlarrirtspection and approval is required before the system isco e ed. uTE2UCJF �pID benchmark. (d) Invert of "stub -out for J) A4&4Zv/r to be to be benchmark. invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for (e) Fill quality and quantity: A ?oT9L DRA/NF/CLo W/71' Sal e6ly TD S AFPiii• EXCAVATION MUST BE CHECKED BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTALLATION. rl 'DRA/N _L - G Ab D AS moutiD -SY tm ��%Ii+GNEb fl//t Wi95il ,[�Cl` �^�by? /%'JUS% 13C- S4TiSF1EP r�/Ia�TD F!/✓ .4J°feGdl/G (f) Other. IF AREA OF DRAINFIELD IS SUBJECT TO SATURATION FROM ROOF QRATNAGF { ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. System design and specifioatid3is by: Construction authorized by: fl•S Title _ Date L Zo St. Lucie �o�nty Public Health Unit (�f/ ding department. Note: Completed copies of t s form will be provided to the applicant, installer and the buildin AUDIT CONTROL NO. 093814 SQUARE MILE 1ARS-H Form 4016, Feb 85 (Obsoieles previous editions which may not be used) - Page 1 of 2 HAZARDOUS WASTES REQUIREMENTS After a review of your plans we have determined that the following criteria (marked with an "V) shall be met: 1. A groundwater monitoring well shall be installed 10, off the downstream side of odrainfield according to the enclosed specifications. CA. (, H EkCi+ 1,) 2. One copy of t-he monitoring well completion report shall be submitted. ( ) 3. Underground storage tanks must be registered with DER. ( ) 4. A contract with a registered Hazardous Waste Hauler (EPA ID #) must be obtained to dispose of the following: Pesticides - Some examples are parathion, toxaphene, dieldrin, carbamates, and DDT. ( ) A. Waste Pesticides ( ) B. Washing and rinsing solutions containing pesticides ( ) C. Empty pesticide containers ( ) D. Spent toxaphene solutions or sludges from dipping ( ) E. Spent pesticide solutions or sludges other than toxaphene from dipping Heavy metals -Wastes containing arsenic, barium, cadmium, chromium, lead, mercury, selenium, or silver. ( ) F. Dust containing heavy metals ( ) G. Washing and rinsing solutions containing heavy metals ( ) H. Waste water treatment sludges containing heavy metals Waste ink containing flammable solvents and/or barium, cadmium, chromium, or lead. ( ) T. Waste ink Waste paints ( ) J. Ignitable paint wastes containing flammable solvents (flash point less than 1400F)' ( ) K. Liquid paint wastes containing heavy metals (cadmium, chromium, mercury, or lead) Some,, examples -are -benzene, chldrobe-nzenes, toluene, trichloroethylene, perchloroethylene, and methylene chloride plus the still bottoms from the recovery of these solvents. ( ) L. Spent solvents ( ) M. Solvent still bottoms N. Filtration residues from dry cleaning operations A'�j�f�f�{A14 b. L I e u Reactive wastes - Some examples are cyanides (soluble cyanide salts), strong acids (hydrogen fluoride, sulfuric acis) or or alkalis (sodium hydroxide) and spent plating waste ( ) 0. Cyanide wastes. ( ) P. Strongly acidic or alkaline wastes ( ) Q. Spent plating wastes ( ) R. Waste ammonia ( ) S. Photographic wastes Ignitable wastes (other than solvents and solvents still bottoms) Some examples are adhesives and epoxy resins. ( ) T. Ignitable wastes (flash point less than 1400F) Wood Preservatives ( ) U. Waste water treatment sludges containing pentachlorophenol, creosote or arsenic Waste formaldehyde ( ) V. Waste formaldehyde Lead -acid batteries ( ) W. Lead -acid batteries Waste explosives ( ) X. Waste,explosives Waste oils, grease or lubricants ( ) Y. Waste oils, greases or lubricants Other (SPECIFIY) ( No hazardous wastes generated from information supplied. C O M M E N T S: LUG �-A Y-a----------- �- - MONITORING WELL DESIGN AND INSTALLATION All monitoring wells shall be installed by a Certified water Well Contractor. The preferred method of testing and monitoring well installation is the Hollow Stem Auger Method, other methods may be approved by the Department. Prior to any testing or monitoring well installation, all equipment shall be decontaminated by steam cleaning and rinsed with clean clear water, or other acceptable methods approved by the Department. The depth and intervals to be screened shall be determined based upon the analysis of the data from a minimum of three (3) test borings drilled on the site. The sampling methods used shall conform to the American Society for Testing and Materials (A.S.T.M.). The test borings shall be continuously sampled using a split -barrel sampler (A.S.T.M. D-1586) or thin -wailed tube sampler (A.S.T.M. D-1587). The test holes may be converted to monitoring wells. However, if these borings are not used, the test borings shall be abandoned and backfilled with cement grout from the depth drilled to ground surface by the tremie pipe method of grouting. Abandonment and backfilling shall be completed using neat cement grout or a cement -bentonite mixture with a maximum of four (4) percent bentonite. The water -cement ratio shall be five point two (5.2) gallons per sack or seven point eight (7.8) gallons per sack, respectively. If additional monitoring wells are requested, the above methods of testing and installation shall be used. Bentonite drilling fluid may be used during the drilling of the monitoring well, other drilling fluids shall be approved by the Department. The monitoring well(s) shall be a minimum of two (2) inches in diameter with threaded and coupled joints. The monitoring well casing shall be constructed of stainless steel, PvC (schedule 40 or 80) or black iron or equivalent. The monitoring well screen shall be a minimum of two (2) inches in diameter, five (5) feet in, length, slot size 0.010 inches. A tail pipe two (2) feet in length, connected at the bottom of the well screen to accumulate sediment, shall be a minimum of two (2) inches in diameter casing with threaded and coupled joints. The bottom of the tail pipe shall be sealed. Solvents or PVC glue shall not be used in the construction Of the monitoring well(s). However, PVC threaded/slip couplings May aCab secured to the PVC well casing with stainless steel screws: should be exercised to ensure that the stainless steel 'sc€@ws do re not penetrate the PVC well casing. ' monitoring well casing, well screen tail pipe, couplings and aps. shall- be decontaminated by steam cleaning and rinsed ;with lean clear water prior to assembly and installation. The monitoringg well casing shall be installed sufficiently plumb and straight in the drilled borehole. The monitoring well shall be centered in the drilled hole through the use, of centralizers or other methods approved by the Department. The annular space between the drilled hole and the monitoring well screen shall be a minimum of two (2) inches. The annular space between the drilled hole and the monitoring well screen shall be gravel packed with clean -washed gravel to a depth of approximately two (2) feet above the top of the well screen. Fine clean -washed sand may be used as a seal above the gravel pack material. Hentonite pellets shall not be used as a seal above the gravel pack material. The annular space between the drilled hole and the monitoring well casing shall be backfilled with neat cement grout from the top of the fine sand seal to ground surface. The method of grouting the annulus shall be the tremie pipe method. The monitoring well shall be developed to produce clean -clear sand -free water using the pump and surge method of development, other methods shall be approved by the Department. The monitoring well casing shall extend two (2) feet above ground surface. The top of the monitoring well shall be protected with a threaded or slip PVC removable cap with maximum of a one -eighth (1/8) inch vent hole drilled in the top. A locking protective steel casing and concrete pad shall be installed around the monitoring well. The protective steel casing shall be a minimum of four (4) inches in diameter, five ( 5 ) feet in length and extend above the top of the monitoring well cap two (2) inches. The minimum dimensions of the concrete pad poured around the protective steel casing, at ground surface, shall be two (2) feet by two (2) feet by four (4) inches. The monitoring well identification number shall be clearly visible at the outside of each protective steel casing. The elevation of the monitoring well measuring.point and concrete pad shall be measured with reference to National Geodetic Vertical Datum. All elevation reference points shall be measured with reference to magnetic north.. The top of the monitoring well rasing shall be neatly cut at a right angle to, the well casing. The monitoring well measuring point shall be permanently (narked by a V-notch cut into the top edge of the monitoring well @casing. The measuring point of the concrete pad shall be a peflanent plastic or metal survey marker securely attached to the c®ncrete pad. "e location of all monitoring wells (active and abandoned) shall °e horizontally located by the Cartesian Coordinate System.` The scale shall be one (1) inch equals one hundred (100) feet. The origin of the grid overlay system shall be located at a permanent benchmark or a corner monument marker located at the site. The centers line of all wells shall be surveyed and the locations drafted on the grid overlay base map. GS:vh:o Revised 09/25/84 r i i i i a UNITU►ZINC-� V16LL, t T�r2rAb5l� i4i�IPi :;A P VKNr NOLE � LINK- 1 \5l i P CAP i -Z I, ,fig M 14. 2 .15' 16 W50 f [&A m M- z (a IV I I PDI P-A . 60� 1-0 67 IN L AMZ II nk nv Ml 6, Mumm - E PE rxkm 1IRP 01 T a is M 7 "'I l,� - A.PP W4TEF-11.>F-WF-p- FLApc� E>y 6tJLFP-FFtT- Apt2 OF FT PIPLF.ZZ) FLoIZI17A. a M ME S M CM —FT. F4fXck T. U rI m M RRE F, � MIMO m,oo*NMY AP! W di i M�ffl��gr@ j 11MM a J -2- I/paII i's, Exit Allays 4 s Clawift 8 'A6 BOOP &15Arl y I - �b eo< s Other Areas Class AISVF-r-116AL 10 fn4) O FILL-ep CF-U— AS rEF IIIcow ce �- :51-A-6 T*f P 0 F- LAyf—::'g 6Pee4J-zf0110\-v'\.vr. Q, LA, boupA, vi-I-N bu6IwF-66 FMIC My �106ILF- HOME PAY-K Ell Ws - Lpf u4 f;-� Pip-rir-rl�-K FIzoJE1,t Lqe-A.-mo� �O ,�:,CALE A-r 0 u 0 r<-;re4z- FLAd AT mjmr<-:,-rejz. ' I� 4 J �r\rz yy �7, q/ Tlq 10 117-1. spa LE Q N 25 M Lin q. ;;P, g. LM, I-!,- WIWI' 06 cn co w z ... DRAWN LA DATE P&EEMI3eV— 11) I'll" SCA E AS�o-mv JOB No. SHEET SHEETS 1, ;k t f lw a.�ol ot *MN If T,- �ry '4 �liv is U s , �'T "� I �'xr NX ra.W, be I'. ­,", I - ­­ _4ce. ps, RA Wl,� V, is Iff V, T Is, 'F� Pw sl 'Vk' dlp Is Ell VA� liTZr. Is Y A� ls�s �c, '10 111! W3, ■ low L 10 STOF_F-F[CONT I;v,14P%U- Cr- 1'71 -T;6v- VF-O.OTft, I A+ 11 -rtMFFJZEV Fr. /ti. t7F:L1n17WW1j=1 /*)A-r /.I Arr4 QW, STOF_F-F[CONT I;v,14P%U- Cr- 1'71 -T;6v- VF-O.OTft, I A+ 11 -rtMFFJZEV Fr. /ti. t7F:L1n17WW1j=1 /*)A-r /.I Arr4 QW, Yw "Is lip poll, w I I ¢.a � YLs Ot 4 « td f 3�3 8. �t 1 : i gy Y .v3 .xY d �_ [r {6" T 4 Vr a- }k13 R� yC ^S.f a `1 , Y F-: t� Mitt t: [S LI a.0 f 4 ' VIM rj IV F:J IJ�164 �Viso "'IWroot) RM N 5/6" o AZAL Tof'GF 66- Z P4 I �I oo! Q' lt�F1G{LE?E l-IALk. OWE 'S 4 F� f uy(i1 i� N� t J I eel' � J� II i t1, JI` 3 %/ �$�E r 00 W ?� LA (fJ'JQf���� h J METAL car l / FASTr- rJEiz,:�, 6y r1 AALVAL�JMF- �AcK KNEE rs 0 z 2oWs Z5 AA. c00 r. C B% MBL ZoOF PAO&L 6`I M LPG T°EFR°NT I I i i - I I � \ � j FLpoR- sLARS. �' vA!7z2K 6AP-r-1 L n_ J 'Fir• I» • II • • • �A �E�TIO�1 AT BAST �IAL�� T 6 G 3/4its I '0 01 1. , if �p s h f ty I� A��dIL V oul s f(\( E I'/i 6-00 DEOMIF���������������� No �c,taL� N�5 I) FIFF-s 6t4ALL ee- �!�}BDtJLE �}o �v�-SLo�E I/�"/F7 MINIMu�1 I "aft � ATE ICE plAGtzAI 0 j Ll 07CALE 00-TEaS p �" f 1) ALL WATEIG PIP'I06i'�>iALL 6E -TYPE \L'6orreL— L) IP6TALL µA061E6h FEZ GODE, �'fA1J►�11J� -,F-AM N'Tt goc—,F -- 5 613 BETW f E►—.l 9 164 I D FRAMEs t►J o FK�ME FLAhl6�EA1JV 1/Z'! '�LEEYE Ad4g ^T Z'-41" tNTo GMT 1/4=I2 EAVE -a-TZUT'f LLOI, JM 6Y M6c [--7 A uTTETZ. By M E4- TO P OF BCC - G �f I I 1 6i6 -O - STUcc.o•I t�1 • L6-2 • J �E30'fToM OF L.g, hTulto aN P 1 CAL Be�'cW� PAYr-ME4JT 10Oi- , � �EL`r I DPI kT FAr�T w A L LQ D -,S EG 1T 10 OAT WEST WALL(o.4, AT WI:hT t AFL© Mr- gEJc/ � S94 p 0 FfE RdA9-YZ7/ K-Mo 7F-vi*3,F ONS®V oNtv�z- cc z o m m w N LV z O x W rEs Q d _ 3 an o W W in J LLU. LL 0 o _ G g � Z o J � i- cn (Y) co 0 Lt w. w z a ~ O � M DRAWN �Ek/sr� ..CHECKED , k116)FrAL4k DATE V EC-EJ'j SCALE A`5OTf-!G J06 NO. O F I F" fl y �t` ;sue `i d . u .c a • �r # \,. '.: ...! � r i a': ,. r..iF ) .... +L{�1 .:. R ,... %fa y'P #' • $.iV 4 f #4'� ;i ^w .. . ,. .. ... .< ✓ :... a. ... .. � e. ..a ... a .. , .. ':: . . ., ,. . IL I h ;r If ; # 1 ti 1 °k 3 5 q K f 5tzl is kw 12, 4-"k�lY �i 4St,ik.71 TS ,fYX � 1t�4 J , * i j n i �r, 0 . .. . .. ..... i -, " ­,"'B".1, ') " , .. X �,P ,Y,,�lX A 51 lLV, il"., i W W lX "gw W 0 14, 1- M", l3Kj' 44 . . ....... Mi, POW" Z IYZ K 1A . . ...... ... M � l , �i� , I l 11 " " i I , ....... ... A� X, X� , , �M, "t, t 2 M, MW 4 X", �,iy 0", lV V. V k) lAL .......... n f" N 4i At Y i 40F, , " 4g 4 A� M, z I " ;'iv, e, , L i" " , " " P"'" " , 4 Mi AVA li 1 "in evt"Y�r UZ I ki­ -t­, ... ... j4 vvl T -`�" "' , l p -11 I'lik"A, k�4, X t �Y 5 % I � i �r ­%x, , " 1, 7 V- 'g Me, 'Ji" i", 4 4, 0051 A, l"- -Yr, A J, w _ _ _, 'Le � -I- ' , , , , , ' - �,' ' L - _� l , j�"Y' i , - l " 'r, "L 4, Pll v_", �,,, � - , " " , , ", i' 6 , t Tl' lk" i4 �l v,, �A A t ;& v", t �;l', 3 1 i4' % Ili - , � I _� 1, - I I , 11 . ­ , , ,, � ll� c, �. - l, ­,. T�'. , ��rL3�, ­- , , - � I L , _ �W , 6 Wli - ", , 'i X� , �i, r li M Z f ...... .... -it lo� Hm W� - 3L �k, , ;, 'i 'L�L l __ - , L 'L C� R-� A�V orrelated lN L o t :Aa t i o rt t h a tOCIC C�1� <,Tt:rw�, �N Lei-' rF )l riCation, pt t', n 6. Ma it Is shall cure a t least twenty-four (24) hours be f o r a ea o s , methods, �j e a , ox'po Wt_*C� 9 r i , - 4 c P i! �i r a s u �,_r coordination ri� Lne worx 7 (OR XJP) I 0 lac- t. i is s-, c,,,ped for one S e a ec 6 f p I V a a p e c I f i c i tem shal 1 not inciii t-W ex. 4tj rojz C* 7. W h e, (1) hour or longer, the grout shall E*�i4 L,6rA be st� "L." j, A 'I �tnbl\ i 3m is P. component. w the top of the uppermost unit. 8. Grout in I i not to exceed 8'-V maximum. cino 1 be doweled to footing below and to 9. Ver t. i bea� The arc ict if calle �its to the site to Ia. ma�_ anchored _ting beams and columns unless A4 OrGd4l ANCWA rWS ot, L co�,,,.rete shall bo supported by quality of the work er.p V.C� *A4A?t do,., I or W lalent sy worx ii�l inI 7e with ma�,, z to re-, tt,,ral loaccll, :-i I adequate �'Fis of I r—site obs�. as an bra pro 4t�� uther �f the str Z0�1�,, infor- progre,, kir 06'e" C2� 12. Fi� ambs si�� mor tax o r e, rry C s at door and wind ts and in it le at not Lute 12 TO W r$W114 'r or F<IVU114 13. rout shal I be mixed wil' i ­t water to give a fluid procedures, Qr for sAfety Z iong �3 pr, �he work, and he will not bei F"a bb*me �P ft"V F �1� y without segregat.ion of I 7 00P X" W k I n 411 1 --ince wit" nts, IV 'it V AM-111 LU U1 > cc (P Y t h 'M "Y MY, k"ll 1, 1,16 ft'' Ilt- IIA, "Z oft. -I tt EMME ""7r t7 t4 Zr jjl�j AARE "'q g Wk V NI'll MR� k NZ OR- t - �M` 71t ttl� I tZt,", A!""w. M a 1� Ilmormww 14 "AMA Ivii 7 MOVE As. 'A Ry ARVZ�5, W 4z Mg .......... If Nnim is, why ZINC lip FMN MW—z— ON- i—if ist, I —owl -1,1" A RP, g!"Mmm s, c 'ss 10. KA ZNti 3�Rl'it�Nlilsl OM "1 01 A Ah- 'Lot SO 0 1- " 0", A grow xM PAM 'S Q0 ".v- WX itss, 1__ ll's tit, 2,�, t oil No"") Rj W wis"s . I . . . . . . . . . . . if 4 kf, g sss . . . . . . . . . . . . . . . . . .................... "I ............. It's . xxx QMw au . ....... .. tIt "'Kagavy g'' A 4,110's'" g Aw ir 41,1 is . . ....... —I, p"", aW, 1 No mx,��4, S it NNE st iZ, th , %il uiIA5 _­ T" Sti A TOY. 0 -le s 05 No" Alto M si- Wye CfFtI M— 01 R ll I I I " tis am As At,: _kK irts Yn so ff 1,igl T AIRS 111111, 1 . . . . . . . . . . lt— REVISIONS BY l I I I I 10 = ,O 9 40 r= /¢ �r '�'/ ��.�• G;.� - m Vic_= 7. "% -fr iU P..� 2 -�.-1.�/F-!� NP - I� _y�u�rfz:. ,-K' (�A�-� i g'`-� � ( 8.5 -�•Z, TOTAL /c/v OF /� //0.2 -=B 110.2 /-—r e O Ar 2dvv X 44,0 !44 o I Q44.0 - -u74L 4AIP5" l/62.3 244:0 G N �_- O Q-- - -_� O ` O but-;cnou errc e GPII.INL, FE)IZ Ex (tTP GF II� I I II l of-_ II l Iwo II n II_,- , n I• -� J! L[Y •. /N rc•G'rU� PL.�+c/= r G� �,E suP+N/JT rE,^ 11.vr^6C I TG�/AN: C""GV%LG'Pr•J,ENT - A`-,4I 'I r,4c.$ Tp p- ��F//rr�r /,vr_!v/nuALL� I I I I I �., �ccvtcc ccwnu�r F':uFs u� �j fUTUGl� GA.VfiL (TYF. r/F /J) 1 j Fil-�rAL (TrP. r, ELECTRICAL FLOOR PLAN SG/al_E: 1/8"= 1'-0" � /AL7Ef:.NATE T/ 0Ai'z EAP ef�Cvrcc IF III YY &U-0WEP gt' AUTI40ri-Y+ FPL !_ E.G._---. �-�P -iF—iF-�1= iF '4 -i� r__141- -_ - L..JL jL .�� �LJL JL$�L:Jt�:(i�FL'NF'' F� -��-I�����,Jr����Tr II /NE •_iCLG-f'G/-J:'C-.�.yP'�l 1r _IL�L Y E a <:L -I L I I I T 1 L J 4YJ r,C: (i i df I T I ! I I I I T f -ice quo Jgcuf��Ec kiAr�CPI>'"a �+,-= I 22�� F✓G P✓G � 1 2•'tvc , � h, ��L !✓/cam � iUESl�•EJ� ,+,1;✓ � dc•-. T�,cr,-1Nr N G� (J 1' II Lt-Lt jj 0 1) ■ a ■ On et ♦A N et W m 1 o (`7 a V cn 0 ~ v W a � RX Q . Q O a ..1 U. a a cc 0 3 W Y Q _ J FE1---'L'. ¢ELL ,•- Z a 0 //(-,PAN E L BOARD SCHEDULE /' W W N bus amps LOAD w/cE m bus m poi LOAD bus am O A B A B I A 0 1= W /� �/Ga/✓ AtrI r,.-� x/2 / !J 1 3 5 9 13 19 1 1 1 2 4 B 4 - / + -�—{- -}$ Ue -C4 J"2!_m L 7,& r/G *L /= / �20 2G / - FArZE (o SUMP PtJNIP- T2t1GK WELL Ole 2 �O ='-' 2 SUMP PUMP - T2UU< WELL *L' /o 5 P ryr- M',NIT�> tJ" WELL. Z L 0 20 W W W > J U. tUL W Z O s- er � a � O O J Ca a V W_ tom'. N ■ Cl) ik CnN W V W N � Z N � p� Total Amps: Bus A 71,3 Bus B 76._ Connected KVA Rated voltage: ■120/240 ❑ 1 phase, 3wire Branch poles 012 M20 030 042 Rated amps: ■100 0150 ❑200 ❑ Cabinet: ■Surface ❑Flush Full neutral bus ■Ground bus ■Hinged door ❑Keyed door latch ❑ Panels In parallel ❑Fused ■Circuit breaker branch devices ❑ Through feed lugs ■Main lugs only Main amp ❑breaker ❑fused switch ❑ to be GFI breakers All breakers must be rated to Interrupt a short circuit Isc of /0,000 amps symmetrical. Approved Mf'rs• Westinghouse, ITE, Square D, G E ONLY Main lugs / sets size: * r3 rMltir cl./ w 3 + t d t f{ 4� f 61 i'T F_c f t_-iaif� Tti�_Fx 4 F%,%LE ��Nli: ��L>G hS 7(:;, GI r.L. LII I`' FI P-1,;;, HI 5.HF--1'1 4N(/ I tJ;i T.� l=1 '{� G6 LL G"�., _ r^•+,. �,-'� HAI-VINH LYj P. Consulting E nj'neer i 234 Alemeda Dr PalmSprings,' FI 334G1-.) 11 3 wz J'c r t DRAWN PJ. ICI ",CHECKED p DATE � t 3; GCALE :a Jb & NO. f 13HEET L OF =- SHEETB 20 - 0 m 250 -0 OUVOUT STEEL 20-0 20-0 3 81 x � � .� cn cn 20 — 0 3 d m T "I r .Yt.,xr^'p'" :1r R�'; S..." �' .✓` o �, �Mu / .; :• '. ' ` - ' 4 .a,4Al vy,i .y^X. ,.. { ..' r. , .` � '¢ h . .::, fI17777- is , r i ar »., .. _.. ,..,... .::. _ .. . ..,'. .. ... . .. ...., r r ,.. J :. :,. .... ,.. -:. 1.. .. ,. a. .. . s • x . P,. a. x r- t.... a v . n a. .-. .., .c ... ..; .. Y �y r .:.: .:. ,K.IINe.. W:.'Ya..t.. "..� :. r. ..-r:S:.v9a,.yvn ....:.v..[,.,�7h-_u�a''K+,i'Y. .., .. 4... .. .. .v �r JL�' XX�WdE..e: L�W.TbYl�k3.iN�xJa.,lr'I:Ydn ,„��p. a. .. C•.. ♦ . .. ,.. ...... .. .., .. ..s .{. .✓.%'S.?a".T'. ,.t?f'�X -. .E r i U W SIGN CONVENJION ' HORIZONTAL: POSITIVE IS TO THE VERTICAL: POSITIVE IS UP =; MOMENT: POSITIVE IS RIGHT I r t�� y OR (WHITE • " '�wY 4>Yf � qq�Y`[ �.y £ k'NR391...,. E '. u � ,. .. �v ��'i_�.wi�� �Y ,"{viy 6. ^IJ�' sr ��i ,+{'IP' F ,� G �I,p 'C� x 'b.i�.mit r F ., ,.` " �� �1 ks �ay��,�3Yti F 9�s �Y� z �:: � " a e e "` •. ' � m }�,^,M Ix�yyj sy%r, j} §'evP" `'^rSFYLLY w�..n, '0 i..if SY' 5F' N .yap`." ,,tee`' � "6:. ."°'"L`i.�`z F J.t �♦�'}e t-nivs • �• #e� �' •....:.i ., �., �y �4,+'r P3f ,rf.—ii f��m�r�' Y i't�8C1' � `�vi�.v: �iYia lai♦��, �" f�$N;ry.. 1 'Mi�.'� f asN?"r ��Y ��� Y _ •, MMMEM I" 1' ry "❑ d F .::7. r.,t. +'4 e5 .' iae�♦rii r.... `IN «♦-'., ,' y ,Y.I bd '; �%{i �Y 'M Y � t#�k � ! ��Y �?wr ! � • s�, R ° s sea' a e w a ,. ' ,• .. ., °" � V ,�r>e�;>µ n Y�%•""tl'�` d�i� in �� E ,,� � x � 5 ,. Si �� �q. �~, ;, �. ,,<a � »bt ��.. Y 6 1 ,,. c,,. ♦ , 1 t yr, .♦ , /q • A �, t A j � n 5�on "�33 . � ♦ i ".w. ♦ v 4 '., t '<, v :�ry '::: , ry i „ '�, fli V! �' 41 .... , l:\� .. r..:, , ., , ,.E ..:, r t4. ,. r .J i.: " Irv. • ` „ v a.`r .; . ; ., � ,s.M t „ '4 .. J l . . JG :. .:grt v :.:- . ,., _i' �J .yn f e.:w✓l.�u�n„b'"_,...a`�S.:6 ,. ...... ,. ':.. ,: e. .:::, .. ,.. .. , fo-. x. ,.. .,. a. �Wh.,._.SYw'. W .�,x. ],.:� n.1N"�I u.4 ., ::x ... ... aw"F`�...:�. J•�,. � _ .i>` -0 .. Ys { s d. i�._..., -'_. , e ...• r, a� ., , , i •r. l.. A .iL 'i .`:. �v, nr-M.f iY 5..ipi6 , ,, .,i. ry a. , �'. r ♦Xi , ':W. ry .,. ♦ ..!., I ...: r, y%,: .rv" , .. " � ¢ ✓.< ....,, _ 'U{.. r w .,,..a, v ".. t . w.% nv"'P+ 1 iY< iv _x_.z.. .r W. .y,L.<,hP...v� ._.til�vl. ,V i'. ir.`��u_9�.J.en,r��S"p[@.....�S�Aui�...,.,,.av ,'$'.�,I� .c.a`.� iT's. ...«. ` _. >__.. �V .,[ v... £< r,!�i4��"i"n<.r�visiRt ¢a § .5 �1 I,ry ,F,1i: NL v�•�'GA ,:: r, ,.. P:C '.r+..Cu ..•v''T;=� JC.W:4.a~ V�{ce4 JOB NO. DMG No. 290-129 E1 �F 4 }k rc fi .A'z'',.de -'x .$, �-v, xv..{-al� ,.m. �.,vH.r. �� ..x.. a..,i -i wyur.. 1...�v ,�,,,..ea_auv�.�� �sb. „E «-n..��si.. CROSS SECTION COL. LINF5 1- 3, /o -1Z F w 1 N u- " U. 1 17-704 CLEAR 19-0 OUT TO OUT OF STEEL IT P4: CROSS SECTION COLUMN LINES Wn w SPLICE BOLT TABLE SPLICE NO SIZE DEPTH A 4- 08 X 10 B 4-OBX 10 P M To IF OF SEAL IS NG ONLY AND T THE PROFE