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HomeMy WebLinkAbout350 NORTH ROCK ROAD PAPERWORKr- WHEELER ELECTRIC PAGE 02 NOTICE ADDITIONS of CORRECTIONS DO NOT REMOVE bill THIS JOB HAS NOT BEEN COMPLETED The following additions or correctlons shall be made before the job will be accepted �u cr'2ici� c. SE�Gvic.d 0 io �L.ln1 X zAe v) v d- ry /7z,� 0 (),Iq G6 Ta _fit �i4nJ S /yl UST � L`-S'U.BIy i 7"i d� a ,� i1�P�CoJ6to tsS�STrcvc�ty C,v f II if unlawful for ony Carponler, Contractor.of the walk wish floating.of ionA couer at rouse to be covered, my p or other material, until the proper Impactor has had ample lime to approve she Installation. Altar addlllons•or o,,reatluns hewn heen made, cell Wlldlna DapartaNnr for an Inspecslan. Field Inspedors are In the office from-- _ to Monday through Friday. umeWa t[. ua FH PRESS HARD -USE MALL POINT PEN M �o�y� a,Lozid S1rj No Ild7- -5'i� q ?GI(y-(�16j Q vvQ &-f -, I -:�: I '-_r i %,., yLn I -nIN � ) I SH'o'zly � l�y�►d 9- 'n'PP^, N�� '�Na� Oe -�',-ON J.INwc� N,,�o?rzrV I ,r4yb,�Ir-��i f`11'1W --"nJ:2n-Als 9h)Jll'd-1`v'LIW 1SNo9 .Ivy dQ .';V -ty DATE FILED: PLAN REVIEW FEE: J ID RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PR NUMBER: FERMIT NUMBER: CERT. CAP. NO.: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 V=1N1A AVMF,• ROOM.2M,,: • . c\ FORfP�,-FLSt8826&42' - " Qvi-a0z,8 Vift o 3.45- Scq St C eYNFO APPLICATION. for WELDING. PERMIT' & Co4�y CERTIFICATE of CAPACM/ZONING' COMEPLYANCE PROJECT INFORMATION 1. LOCATION/S ADDRESS '/ O K P. S/D NAME: SITE PLAN NAME: A G G9rVG,11OPf 3. PROPERTY TAX ID fir`: / 3/I _/09 � !' a. LEGAL DESCRIPTION (dmoh antra Womb B no0am m: 41—r4e,,YEp 5. PLAT 6. PAGE 7. BLOCK B. LOT BOOK 20 NO. NO. NO. 9. PARCEL S12E: ACRES/SO Fr. law VOL;O_DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIMTY' 1�Q,¢/...Sr� ,T PRE- N/�iV o Mr-Ta/ 06- 11. SETBACKS (ACTUAL) FRONT: 1 ,, BAC • RIGHT 415yf SIDE' � LEFT t SIDE: ?�O� 12 TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION PQ EXPANSION/ADDITION [ ] KMROR F040VA•ryON I l RESIDENTIAL [ ] COMMERCIAL [ I INDUSTRIAL I l OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: LO-AMD fvr- GAfr (Ae4l RAM AAIlr 14. Sq. FL/CONSTRUCTION: j�2hD, Cx I& 3q FL let Flow 6250 f� 16. VALUE OF CONSTRUCTION: $ / ?70+ 9i2j, 00 The valuo 010odaatlon b usod to damm*w the tunouad of pwudt hn b be ft@K30d. St Lebb County mewm ft dpM to qwdm ar4or mo ft to 6udL»d vW= of oomtruodon C a b dsnpawobd that the w xnftd fleum m nct owbI Mh *rWw Vpw 01 warauadm a ovhba. ST. UtX2c CoLml"! APPMATM for BUMNO PERMR tlLccov Form No.: fxnao c 4 ST. LUCIE COUNTY -FT PIERCE FIRE DISTRICT BUILDING PLAN REVIEW P. O. BOX 3030 Telephone: 407-462.2312 Ft. Pierce, FL 34948.3030 FAX: 407.462.2325 JURISDICTION: St Lucie County FPB #: PROJECT NAME: American Concrete _ BLDG DEPT #: CONTRACTOR: R K Davis PHONE #: ARCHITECT: Paul Welch PHONE #: BUILDING OWNER: Robert Snow REVIEW DATE: BUILDING LOCATION: 350 Rock Rd # OF STORIES: OCCUPANCY TYPE: Storage AUTO SPKLS: GROSS SQ FOOTAGE: 6750_sq ft NET SQ FT: OCCUPANT LOAD: No requirements BASED ON: CONSTRUCTION TYPE: NFPA #220 _II_ (000) SBCCI _IV_ (un) NEW CONSTRUCTION _X_TENANT IMPROV _ RENOVATION_ ADDITION The Fire Marshal requires 24 hour notice on all inspections. 6525 95-110628_ 407-461-8335 407-785-9888 12-13.95 1 Yes _ No 100 sq ft per person SHELL ONLY 1. Every building used for storage shall have at least two (2) separate means of egress as remotely located from each other as practical. 2. An exit shall be a side hinged swinging type door. Vertical roll up doors are not permitted for exit doors. Exception: In low hazard storage occupancies, a single means of egress is permitted. IA low hazard is classified as contents of such low combustibility that no self propagating fire therein can occur. 3. Provide a 3A-40BC rated fire extinguisher for each 75' of travel if there are combustible contents. If contents are non-combustible, a 2A-10BC rated fire extinguisher will be required. REVIEWED B DATE: —A Sheet i of L BUTLER Butler Manufacturing Company 13421 N. Rocky Ford Rd. (28352) Post Office Box 1529 laurinburg, North Carolina 28353-1529 Phone: Sales 4910) 277-1104 Engineering 4910) 277-1127 Manufacturing 4910) 276-7676 October 31, 1995 Mr. Roger A. Priest Richard K. Davis Construction Corp. P. O. Box 186 Fort Pierce, FL 34954 Bldg. Desc.: 50' x 100' x 25' LRDS .50:12 End Customer: Am. Concrete Indus. Bldg. Location: Ft. Pierce, FL BMC Order No.: 073725 Bldr. Order No.: 95-11 To Whom It May Concern: Fax: 4910) 276-8561 4910) 276-8561 4910) 276-1106 Please accept this letter as our certification that the Butler components of the subject building when ordered in accordance with Butler standards will be designed in accordance with the 1989 Edition of the AISC Specification for Structural Steel Buildings and the 1986 Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of MBMA Low Rise Buildings System Manual. The governing design code will be the 1994 Edition of the Standard Building Code. The following loads are applied in accordance with the governing code: Dead Load 2.62 psf + Frame Weight Roof Live Load 0-200 sf. Trib. Area 20 psf 200-600 sf. Trib. Area 16 psf Over 600 sf. Trib. Area 12 psf Collateral Load 0 psf Wind Speed 110 mph Seismic Acceleration 0.05 Seismic Velocity 0.05 Category Use 1 Load combinations are in accordance with the governing code. These Butler components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes that doors not supplied Mr. Roger A. Priest Page Two October31, 1995 by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. Components for this building will be produced in one;or-more of Butler Manufacturing Company's facilities located in Annville, PA; Birmingham, AL; tit;ale`sl rg tL; Laurinburg, NC; San Marcos, TX; and Visalia, CA. All listed facilities are Category -QBrceftifr?d�gy:the,American Institute of Steel Construction. �Q_te�gi ''Lamb, P. EEngineering Services Manager Buildings Division JEUrvs cc: AI Alinaghian Order File #073725 1 PAUL WELCH INC. Mechanical • Electrical • Civil • Engineering 1984 S.W. Bilimore St. #114 Port St. Lucie, FL 34984 Phone (407) 785-9888 FAX (407) 785-9933 January 29, 1996 Re: American Concrete Industries Permit No. 95-110628- To Whom It May Concern: Please be advised that our office will require that the type "A" pad footings for the above referenced project be tied together with 8 # 3 ties in the area of the anchor bolts only. This is in lieu of the anchor bolt projection under the bottom mat as stated on the plans. Thank you for your attention to this matter. Submitted by, i Ai WELCH INC. ST. LUCK' `' ,.,STY Paul a .E. BUILDIN' vN FOR CofViPUP ,:E b� ':tillEb'VED BY i P NS n+y;} PFRMIT MUST BF K';-FIT ON JO8 OR (NSPECYiON 'MILL BE nAADE e Fromm.: PHONE No. : 407 461 8880 Jan.29 1996 4:53PM P01 FORT PIER BICCIL1WWnM1450 FiRASEii Fii11GUYEE81Na AnTFiSTI1�TG, INGI 411 MAKT. N01 W711 OAO�INDDY's'itALiU�BhVttiT t'OAT Pt6RC$13.OR1pAZIs9N Repo • of DENSITy OF SOIL. IN PLACE ASTM D2922 Cflnt American Concrete Industrieo Date January 16, 1996 L'ptapp R.K. Davis i Sim American Concrete Industries Building Addition - Foundation Fill Permit N 5?5-//p62b TomLoe�llee N0. flwstssn fe PIS Dry nenslty HslaWes� Density RelsHonshiP Tereent compmdah Test N0. Now Dry Density 1003 1 S-E_ Corner 0 •- 1' 112,4 1002 11.4,E 98.1 1004 1 2' 112.9 98.5 1005 2 3' 113.1 90.7 1006 Center 0 - 1 113.2 90.0 1007 A. 1 - 2' 113.0 90.4 3008 to 2 - 3' 113.5 99.0 1009 N.W- Corner 0 - 1' 112.9 98.5 1010 1 - 2' 113.7 99.2 1011 2 _ 3' 113.3 98.9 All elevation5 below Blab grade. 'ek~ Client - 1 R.K. Davis SLC Bldg. Dept. - 1 of Ily submitted. MUM. D NPO 7 . Mi. �� From : PHONE No. : 407 461 8e90 Jan.29 199G 4:53PM P02 r FORT PIERM 14017 al -Taos V6110: 1107+ Eel-411er Mum ENGINEERING AND TESTING, INC. 11TUART:4407) M,7.7711 MWINDUOTRIALb,4191M8T FORT PIRRCK FLORIDA 94M Report Of MOISTURE DENSITY RELATIONSHIP ASTM 1557-10 Client American Concrete Industries Date January 16, 1996 ConbrWor R.K. Davis Site American Concrete Industries Building Addition - Poundation Fill Permit # 116 110 0 10 12 14 Moinure - Pmeenl of Dry Wellhi Test Test Sampb Optimum Ma: Dry Soli Detviplion Na Metbd tMadon Moinure % Dmaay-P.C.F. brown, slightly silty, 1002 B Composite 11.6 114.6 slightly clayey, fine sand. Copies peelf Ily submitted, All . i. IIAliffiff P.G. A_ A ST LUCIE COUNTY* ' ROAD IMPACT FEE CALCULATION FORM Name of Feepayer .. . Address /A ©, 8,�/'®� Date ( 9 J Permit Road Benefit and Collection Zone 8_jj��cz,/' 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 IMPACT%FEE CALCULATIONS LAND USE FEE PER TYP UNIT S UNITS # SQ FT (1000) . 1 —l5 11 PARKING SPACES # STUDENTS TOTAL IMPACT FEE .�Y S cX) 38s, oy = s o 3(no 38 C 7" ST. LUCIE G"d01VT1f DEPARTMENT OF COMMUtirr ( DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL' 34982-W62 407.462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification ipust be submitted with all applications for building permit involving the construction of new residence (single or muftl famM, residential adcftit, arty accessory structure requiring a building permit, and any nonresidential struc(ure. This Certification shall not apply to Interior renovations (provided that no idmoturel walls, columns or other similar component Is being effeded) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1563 or 462-2172. PROJECT NAME G G STREET ADDRESS % gn&,K P—oAO PR NUMBER P PERMIT NUMBER OCCR TYPE CST. TYPE � CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT !STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or s r t the scpro$ktate L=j• i A/ f G �9� 1. BUILDING CODE EDITION USED (YEAR) 19 SEMI ASCE 748 OTHER (SPECIFY),4/ S / /4j?!�& i 2. BUILDING DESIGN 15 (CHECK OW ENCLOSED _X PARUgLLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: n//FT <. WPMSPEED USED IN BUILDING DESIGN: MPH E. WIND EXPOSURE CLASSIFICATION as a To ornoatm TAs(EG et a xuW. cone memFTED 1N UNE sp: ` S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: MP 7s PEAK NAND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 2 O PSF e. IMPORTANCENSE FACTOR (WrAIN FROM &KONG CODS): I . (?-AV C4 me-) p. LOADS: FLOOR _ PSF ROOFMEAD: _ PSF ROOFANE: A o PSF 10. WERE SHEAR WALL$ CONSIDERED FOR STRUCTURE (CHECK OW YES NO %� f( NO, whyr (attach explanstion> - 41. �Nq C3 CONTINUOUS LOAD PATH PROVIDED tc"EEcK oYES �... No— If NO, wfin (atach '12 ARE COMPONENT AND CLADDING DETAILS PROVIDED. PC= ONE1 YES —x— NO If NO, why (aftoch explanation) . +3, MINIMUM SOIL BEARING PRESSURE PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: jowly &• L4AiI3. CERTIFICATION NO: ?--7% / 7 DESIGN FIRM: aE IVA6- 6 E DAT[SEAL HERE] 7Z/_�l WITH. THIS