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HomeMy WebLinkAboutSUBMITTED PAPPERS, I I t • REPORT CODE SeHeee IMPACT FEEV ® , �!_!J• REQUIRED �R. i��i��� t....:�� F ayz � rr e.. ('s n #" t �4 �• 1�'v:y �3^z_..._� �`� t 1 �.z,�`��,'r 7 3 t a `^ v - *. #,�'.x__ � •7-` �s „€` —a �:"_� Co- 3 mot' n a .F.- __r•W s.i_��r�� c :::i. d" Ar"W� VIVA T e5�;ernes�t a __ a o- (DQ-E PLAN REVIEW FEE: S RECEIPT NO.: �"I�6I9 + PERMITNUMBER: CONCURRENCY FEE: gpl-5 RECEIPT NO.: -T CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTE St._Lucie County Building and Zoning SCANNED 2300VirginiaAvenue 7 �j Ft. Pierce, FL 34982-5652 -�' UP_ P4&1 t BY 772462-1553 � re ro , .4 St. Lucie County -N� 06j- exer�u4 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 16000 Q-9AhYnC &6- 2. S/D NAME: CiP&YM&d XR g SITE PLAN NAME: 3. PROPERTY TAX ID #: ;^ 5e - 90/(�-GCi7�-7 ✓ 4. LEGAL DESCRIPTION (attach extra -beets if necessary): 1 ➢oit cn2 5. PLAT . 6. PAGE 7. BLOCK 8. LOT NO. NO. T fi Boox 3�, 10� 9. PARCEL SIZE: ACRES/SQ FT. Q, 93 Ar- LOT D]MENSIONS /Z/. j?k 1 X ZQ 100 ' 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Aggo ftQ jt RAaly V 11. SETBACKS (ACTUAL) FRONT: .BACK: , RIGHT: LEFT: V r ,,,,.BACK: 8 g 138. SIDE �_ SIDE 7/.6 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) MY NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INTERIOR RENOVATION [ ] OTHER (SPECIFY) [ l INDUSTRIAL 1.3. DESCRIPTION OF PROPOSED USE: - GiLW*41-s�y (✓ 14. Sq. FLICONSTRUCTION: 3,2,, V 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ 02`/3 GLIB' �= 1Le value of construction is used to detemtine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is S250D or mom,a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRE .CITY: �,C,'sT Li/LtE STATE:. F� _ . ZM_ _ 349BL . PHONE (DAYTIME): (i%7d dG/- 634s email: T IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER ADDRESS: tS� PHONE (DAYTIME): �) STATE: ZIP CONTRACTOR INFORMATION ST. of FL REGJCERT #: GC 0;? 70,8 BUSINESS NAME: L nT r r QUALIFIERS NAME: �/G i/rr17 O IDS ST. LUCIE COUNTY CERT #: ADDRESS: AGO. Y,baC f-343 CITY: r1kr__ h4w STATE: r-L PHONE (DAYTIME): n9za 45-2445 FAX NO. - 7,7A 4z& -,;1-9a6 ARCHITIENGINEER: �i PHONED• I BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: email: STATE: . Ft ZIP STATE: ZIP STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION." � � This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The -following building permit applications are exempt from undergoing a full concinrency review: room additions, accessory structures (all -types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT• AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH'TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning- e k_ OWNER/ TRACTOR SIGNATURE CONTRA R SIGNATURE STATE OF FLQRIDA COUNTY OF The foregoing instrument was acknowledged fore me this Il day of-1 20DLg1 by who is verso ally known to me or v o has produced as identification. Signature KfNotary Type o Print Name of Notary STATE OF FLORIDA COUNTY OF h\-AA I I r� r The foregoing instrument was acknowledged before me this L day of_ZL4, 201E by who is personally me o w kn^wn to ho has produced as identification. Signature of Notary \�aS%-ta �- Q Type or rint Name of Notary 1 +. Al ssa F Poole Commission No- f�bl i�t;4 � Uffl nission No. t�l �l 47 • MY Commission DD777942 . ^, �, 6ommission DD17784210 (Sea)] E pMS APM 14, 2007 —' '^ i�` ar n� ExPlres April 14, 2007 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BULLING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. BOARD OF COUNTY COMMISSIONERS March 26, 2009 Mr. Rudd Jones, P.E. Rudd Jones, P.E. & Associates, P.A. 2905 S. 2e Street Fort Pierce, FL 34947 RE: Guettler Warehouse; Carboy Industrial Park Engineer's Final Certification of Completion Dear Mr. Jones: PUBLIC WORKS DEPARTMENT am in receipt of your letter of March 11th. As requested, you have provided the results of five cores in the newly constructed Guettler Warehouse parking lot. You are aware that the St. Lucie County Land Development Code (LDC) does not permit the constructed unpaved parking lot depicted on your submitted, record drawing. Subsequently, asphalt was placed on to the new parking area. The core results indicate that at least one inch of asphalt is in place on the new parking area. Please accept this letter as my acceptance of your submittal. I will recommend to the St. Lucie County Building Official that your parking lot has met the general requirements of the LDC. I hope you will find this information to be satisfactory. Please advise if you should have' any questions or if I can assist you further. I can be contacted at 772-462-1667 or by email at oowlevmOstlucieco.oro. A. County Engineer cc: Don West, Public Works Director Ron Hams, County Surveyor John Frank Sr. Project Engineer QC r!ssU--Stmnga,.CWo= inpliart.W_ManigE-_, Mike Halter, Plans Examiner Lydia Galbraith, Zoning Technician CHRIS DZADOVSKY, Disrria No. 1 • DOUG COWARD, Disrricr No. 2 • PAULA A. LEWIS. Disrricr No. 9 • CHARLES GRANDE, District No. 4 • CHRIS CRAFT. District No. 5 County Administrator - Faye W. Ourlcw, MPA 2300 Virginia Avenue • Fr. Pierce, FL 34982 Public Works: (772) 462-1485 • FAX (772) 462-2268 Division of Engineering: (772) 462-1707 FAX 462-2062 • Division of Rood G Bridge: (772) 462-2511 FAX 462-2363 w .stlucieco.org ti A. M. ENGINEERING AND TESTING, INC. N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924-3575 FAX: (772) 924-3580 000I(-012�3 DENSITY OF SOIL IN PLACE Client: Guettler & Sons, Inc. Report Date: May 7, 2008 P.O. Box 15250 RECEIVED Project No.: PSL2008 Fort Pierce, Florida 34979 Lab No.: 2 Contractor: Client MAY 0 7 2008 Technician: J. Ashburn Site: Carboy Industrial Park, Orange Avenue Page No.: 1 of 1 Fort Pierce, St. Lucie County, Flogd�ublic Works FL Permit No.: �11-0188�— Foundation Fill t. ucie County, Test No. Date Tested Location Eleva- lion (ft) Yield Test Results Proctor Dry Density ( cf) Compaction Pass/ Fail HCP H2O % Dry Density (p� Probe Depth (in) In Place M Min Req'd (%) ( 4/25/08, Southwest Comer 0-1 80+ 7.2 116.4 12 117.7 98.9 98 P ' -2 "" 1-2 60 98+ 98 P 3 "" 2-3 60 98+ 98 P 4 Center Area 0-1 80+ 8.9 116.1 12 117.7 98.6 98 P 5 "" 1-2 60 98+ 98 P 6 "" 2-3 60 98+ 98 P 7 Northeast Corner 0-1 80+ 8.2 115.8 12 117.7 98.4 98 P 8 "" 1-2 65 98+ 98 P 9 2-3 60 - 98+ 1 98 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D1557. Distribution: E-- --_ _ Client= 3 PCM/ah Reviewed by: - /,t A. M. ENGI�N�FE%WNVOkAND TESTING, INC. �- Paul C. Martin, P.E.; Florida Registration,Ng. 65051 \\Server-antAcompany'AM Data\Guettler & Sons, Inc. - Various - PSL2008\Carboy Industrial Park, Fort Pierce\2 - Foundation Fill - Den. RR A. M. ENGINEERING AND TESTING, INI ��'��� 590 N.W. MERCANTILE PLACE MAY 0 7 2008 PORT ST. LUCIE, FLORIDA 34986 public Works OFFICE: (772) 924-3575 FAX: (772) 924-3580 St. Lucie county, FL DENSITY OF SOIL IN,c KU1 Client: Guettler & Sons, Inc. P.O. Box 15250 Fort Pierce, Florida 34979 Contractor: Client Site: Carboy Industrial Park, Orange Avenue Fort Pierce, St. Lucie County, Florida Foundation Fill Report Date: Project No.: Lab No.: Technician: Page No.: Permit No.: May 7, 2008 PSL2008 2 J. Ashburn loft 0611-0183 Test No. Date Tested Location Eleva- lion (ft) Field Test Results PM� r Dry Density ( cf) Compaction Pass/ Fail HCP H2O % Dry Density ( cf) Probe Depth (in) InTR Plac (%) 1 4/25/08 Southwest Corner 0-1 80+1 7.2 116.4 12 117.7 98.9 1 98 P 2 "" 1-2 60 1 98+ 98 1 P 3 "" 2-3 60 98+ 98 P 4 Center Area 0-1 80+ 8.9 116.1 12 117.7 98.6 98 P 5 "" 1-2 60 98+ 98 P 6 "" 2-3 60 98+ 98 P 7 Northeast Corner 0-1 80+ 8.2 115.8 12 117.7 98.4 98 P 8 "" 1-2 65 98+ 98 P 9 2-3 60 98+ 98 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods. • Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the relative density of the subsurface soils. • Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: - -- Client - 3. PCM/ah Reviewed by: A. M. ENGINEERING AND TESTING, INC. P 1 ,, Martin, P.E. Florida Registration' No. 65051 AServer-arnAcompanyWM Data\Guettler & Sons. Inc. - Various - PSL2008\Carboy Industrial Park Fort Pierce\2 - Foundation Fill - Den. Since 1952 Middleton LAWN & PEST CONTROL middletonpest.com • hadtermite.com 1900 33RD STREET • ORLANDO, FL 32839-8856 1-866-FLA-FROG (1-866-352.-.3764) NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (as required by Florida Building Code .(FBC)104.2.6) ADDRESS OF TREATMENT OR LOT/BLOCK OF TREATMENT i- re Date Produ (ised Chemical used (active ingredient) Applicator ,7jr, Number of gallons applied Percent concentration Areat 2tt d(square feet) Linear feet. treated Stage of treatment (Horizontal, Vertical, Adjoining Stab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line c. Initial Date Reorder MBF 407-657.7414 MP00-Un W105 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.1148 http://stlucleco.gov/ce Issued: 05/06/2008 Job Location: 16000 ORANGE AVE Permit Type: Building Commercial Job Description: BUILDING PERMIT Conf #: 713 Permit #: SLC- 0611-0183 City: FORT PIERCE Page 1 S/D Carboy Industrial Park Unit 1 Lot: 1 Block: D Parcel: 2212-500-0016-000/7 Contractor JACQUIN PAUL EDWARD PAUL JACQUIN & SONS INC (772) 465-2475 P 0 BOX 4343 FT PIERCE, FL 34948-4343 Property Owner GEORGE ELKINS JR (772)461-8345 645 SW PALMETTO COVE PORT ST LUCIE, FL 34986-2019 Property Owner MICHAEL M MCCLUNG 645 SW PALMETTO COVE PORT ST LUCIE, FL 34986-2019 Setbacks Left:71.60 Right: 10.00 Front:68.80 Rear: 138.10 Zoning: IL Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 3,600.00 Minimum Floor Elevation: Flood Map: 175F Flood Zone: X Elev: Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code Including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the 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. s:553.79(10). F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. Christopher Lestrange Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit. S;w�ur Building Code Compliance Division Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 hftp://stiucleco.gov/co Date: 06 May 2008 Job Address: 16000 ORANGE AVE Received By: humphreya Paid With: CK Paid By: PAUL JACQUIN & SONS INC Receipt H: 0000062625 'ermit Number: SLC- 0611-0183 Amount: $3,871.80 :redit Card Number: Check Number: 100085 Sign: 01 Y EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE 4 3203179 OR BOtj A69 PAGE 2260, Recorded 05/06/2008 - -2:43 PM Al1,gu—� EmbimtUMBEB; L NOTICE OF COMMENCEMENT The undenigned hereby given notice that improvement will be made m certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 22-12-500-0016-0007 SUBDMSION BLOCK D TRACT_LOT I BLDG_UNIT Carboy Industrial Park - Unit One 2. GENERAL DESCRIPTION OF IMPROVEMENT: New Building 3. OWNER INFORMATION: aName Elkins /McClung b.Address 645 SW Palmetto Cove, Port St. Lucie, FL Owner c. interest in property —Owner Name and address of fee simple titleholder (Rather Nan awncQ 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Paul Jacquin 6 Sons, Inc. 7348 Commercial Circle, Ft. Pierce, FL 349!U 5.SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices mother documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PRONE NUMBER: 8. In addition to himself or herself. Owner designates the following to receive a copy of the factor's Notice as Provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the data of recording unless a different date is specified) 20_ Michael McClung, owner Signature of Owner or Print Name and Provide Signatory's Title/Ofgce Omen's Authorized or r/Man er Sate of Florida Coomyof St. Lucie The foregoing instrument was acknowledged before me this 6 day of May 2B O8 By Michael McClung as Bvmer (Name of pens.) (Type of authoriry...e.g. Owner. officer, truster, attorney in fact) For (Nameofpanyonbchalfofwhomins"m ntwasexmulted) Personally KnownK orproduced the following type of ID:_ p� NotaryPublic S�OIFIcrdo �—\1.S'v\�'flri Name o(Nvkd omry public)(Signature e(Notary Public) � �56 Under peraldes of perjury• I declare that 1 have mad the foregoing and that the facts in it ate me to the best of my knowledge and belief (section 92.525, Florida Statutes). Sig De weer vmer(s)'Authoraed OiHcer/Direetor/Permcr/Maoager who signed above: By: BY .IemMWIilm , STATE OF FLORIDA ST. LUCIE COUNTY THISTO CERTIFY THAT THIS ISA TRUE AND CORRECT COPY OF THE g" i`COUNTY C ) CiRGUITCOURT l 43acquin ., Sons General Contractor Paul Construction Manager Inc. Design -Builder TO St. Lucie County Zoning WE ARE SENDING YOU ❑Shop Drawing []Copy of letter ® Attached ❑ Prints ❑ Change Order LETTER OF TRANSMITTAL DATE 04-29-08 JOB NO. ATTENTION Ed RE: BP #0611-0188 ❑ Under separate cover via []Plans ❑ Samples the following items: []Specifications COPIES DATE NO. DESCRIPTION 1 04-29-08 Plans on CD for Fire Dept 3 04-29-08 Revised Plans THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS Elevations corrected COPY TO: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections El ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: Danielle Sullivan If enclosures are not as noted, kindly notify us at once P.O. Box 4343 • Fort Pierce, FL 34948 • Phone (772) 465-2475 • Fax (772) 466-2806 CGC 0022708 CGC 056649 CGC 060473 CGC 1507936 CCC 056636 Sacquin So11S General Contractor Paul Construction Manager Inc. Design -Builder TO St. Lucie County Code Compliance Division WE ARE SENDING YOU ❑Shop Drawing ❑ Copy of letter ❑ Attached ❑ Prints ❑ Change Order LETTER OF T 'iANSM ITTAL DATE 04-17-08 JOB NO. ATTENTION RE: Permit # 0611-0183 Guettler Warehouse ❑ Under separate cover via ❑Plans ❑ Samples El the following items: []Specifications COPIES DATE NO.- DESCRIPTION 3 1 Revised building drawings 3. 2 Revised metal building plans 3 3 Revised Product Review Affidavit 1 4 Application for Building Permit Revision THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE �' COPY TO: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections SIGNED: ❑ Resubmit copies for. approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US If enclosures are not as noted, kindly notify us at once Danielle Sullivan P.O. Box 4343 • Fort Pierce, FL 34948 • Phone (772) 465-2475 • Fax (772) 466-2806 CGC 0022708 GCC 056649 CGC 060473 CGC 1507936 CGC056636 04/10/2008 09:06 7724621578 UrFICE USE ONLY: DATE FILED: REVISION FEE: ST LUCIE CO PAGE 02 PERMIT NUMBER: RECEIPT NO.: ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEV BUILDING & ZONtNG 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-56: •462-1553 APPLICATION FOR BUILDING PERIMIT PROJECT IlFORlIATI0N LOCATION!SITE ADDRESS: 16000 Orange Avenue, Ft. Pierce, FL DETAILED DESCRIPTIONS OF PROJECT REV ISIO�S: Revised foundation, metal building drawings and door / window NOA 3. CONTRACTOR INFORMATION; 5T.OF FL REGICERTN CGCO60473 ST. LUCIE COCINTY CERT.9 BUSIIESS.NA-ME: Paul Jacquin & Sons, Inc. QU11iC0r5 '-:me: Michael Jaccuin — ADDRESS: PO Box 4343 CITY: _ Ft. Pierce STATE: FL zlp: 34940 w PHONE (DAYTIME): 772-465-2475 FA\ k 772-466-2806 4. ARCHIT/ENGINEER: NAME, Paul Welch Engineering ADDRESS: 1984 SW Biltmore Street 2114 CITY: Port 'St. Lucie STATE: FL ZIP: 34984 -PHOYE-(DAYTIJ(E): 772-785-9888 FAXN 772-785-9933 9.t +P r, U .tip Page 1 of 1 Kenneth Arnold - Revision for Permit#06110183 From: Jo Ann Staley To: Kenneth Arnold Date: 4/24/2008 11:23 AM Subject: Revision for Permit#06110183 Ken, Mike Jacquin called and asked if you take a look at the above referenced permit, to see if a revision is necessary. He explained to me that changed the outside of the building from metal to CBS and added some windows and doors. The project name is: Guettler Brothers. Mike's office number is: 465-2475 and cell# is 216-8899. Thanks for your help. Executive Assistant St Lucie County -Code Compliance (772)-462-1563 (772)-462-6454 (Fax) file://C:\Documents and Settings\arnoldk\Loc4l Settings\Temp\XPGrpWise\48106DC9SL... 4/24/2008 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:llstlucieco.gov/ce THIS IS NOT A RECEIPT Permit Number: SLC- 0611-0183 Contacts: Property Owner Contractor Property Owner Job Address: 16000 ORANGE AVE Payment Slip Permit Date: 12 February 2007 Building Commercial GEORGE ELKINS JR (772) 461.8345 Fax ( ) - JACOUIN PAUL EDWARD (772) 465-2475 Fax _ (772)466-2806 MICHAEL M MCCLUNG Fax Fee Description: Amount Due: BIMS651 06-BIMS $5.00 Impac802 06-Impact Fee - Fire/EMS $237.60 Impac804 06-Impact Fee - Law Enforcement $122.40 Inspe234 Inspector Trust Fund $18.00 Permi685 06-Permit Fee - Residential & Commercial - New & Additions $1,378.00 PlanR735 06-Plan Review - Commercial/Residential - Per " $50,000 Value Each $150.00 Publi822 06-Public Bldg Impact - Correctional $139.20 Pu6II823 06-PubiicBiding Impact -General $69.60 Radon206 Radon Fee $18.00 Roadl831 06-Road Impact Fee - District 1 $1,584.00 Total Unpaid Fees: $ 3,721.80 t �'-Ve, aO� �17010 17 4 , TRANSMISSION VERIFICATION REPORT TIME 03/14/2007 06:31 NAME FAX : 4622885 TEL SER.# BROM5J411427 DATE,TIME 03/14 06:31 FAX NO./NAME 94662806 DURATION 000:00:21 PAGE(S) RESULT OK MODE STANDARD ECM Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34882 Phone: (772) 462-1 S53 Fax: (772) 482.2522 httP:l/stlacieco.goV/ca THIS IS NOT A RECEIPT Permit Number. SLC- 0611-0183 Contacts: Property Owner Contractor Property Owner Job Address:16000 ORANGE AVE Payment Slip Permit Date: 12 February 2007 GEORGE ELKINS JR Fax JACQUIN PAUL EDWARD Fax MICHAEL M MCCLUNG Fax Fee Description: BIMS651 00-BIMS _ Impac802 06-Impact Fee - FlreMMS Impac804 064mpactFee -Law Enforcement lnspe234 _ Inspector Trust Fund Perriti685 06-Permit Fee - Residential & Commercial - New & Additions PlanRT35 06-Plan Review - CemmerclallResldentlal - Per $60,000 Value Each Publi822 00-Public Bldg Impact - Carrectional PublI823 GO -Public Biding Impact - General Radon206 Radon Fee Road1831 06-Road Impact Fee - District 1 Building Commercial (772) 461-92" (772)465-2475 (772)466-2806 I) Amount Due: $5,00 $237.60 $122.40 518.00 $1,378.00 $150.00 $139,20 $69.60 $18.00 $1,584.00 � St. Lucie County Building & Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY �/luul�ul J e! � 14C. will be using the following sub -contractors for the (Company/Individual Name) project located at ZZ-a- 500- (Street address or Property It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 04�X Z 22 Plumbing ,b A HVAC/ Mechanical Roofing Gas OFFICE USE.ONLY: PERMIT ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Q T,16 % State of Florida Certification Number (If applicable): ,L-e QQQ 91g2 Sa/c have agreed to be the (Company Name/Individual Name) A/EG 29- I A sub -contractor for A,6tL JQ C!Qu>tJ ,-,T'd,US (Type of Trade) (Primary Contractor) for the project located at za • 17 do - DO/G - 0007 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ARE REQUIRED OSeDH .�ii�EaL,dllQ t(�Q 9 /L t46 PRINTNAME DATE 2B ness Name: ddress: City/State/Zip: Phone: 7S 2 3 email: OFFICE USE ONLY: wx ST. LUCIE COUNTY PUBLIC; WORDS BUILDING & ZONING DEPARTMENT BUILDING PERMIT ` SUB -CONTRACTOR AGREEMENT W St. Lucie County Contractor Certification Number. _ _ IQ��q- State of Florida Certification Number (If Ipplicabl.): CFC035728 Triple K Plumbing/Kenneth Y. Krueger {Company Name/Indivtdua] Name} have agreed to be the Plumbing sub-contractorfor Paul Jacquin & Sons (Type of Trade) (Primary Contractor) for the project located at 2 2 - /Z - 6'2>0 - z10/6 - aoo'/ {Project Street Address or Property Tax ID iF) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) ORIGINAL SIGNiVI'URES ARE REQLJRED t Kenneth Y. Krueger 9/12/06 iGNAT IZE PRINT NAME DATE Business Name: Triple K Plumbino Address: City/State/Zip: Phone: 1862 Copenhaver Road Ft. Pierce, FL 34945 461-6662 email: J DEPARTMENT COMMUNITY DEVELOPMENT 2700 vncnzk AT==, am 201 TM 1nfa, n 3I927-5957 407-467-2553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property,. for which I have .— _... '...__.. , applied to St. Luse County for a Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described property, and In accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shell be responsible for assuring adequate drainage so that the Immediate community WILL NQT be adversely affected. I further acknowledge that in granting this permit for the development of this property; St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,- adequate drainage off MY property which will not adversely affect the immediate community. plopaw I" Owner PropNly Data RATE of FLOF=% COMM OF d / . 4016- TE FOREOOWO WBMMW W AOKMNAEDM BEFORE ME TM 46 DAY OF WHO IS PERSON &LY KNOWN 70 ME OR WHO HAS PRODU= AS IDflQi1FICATIDN s'hAA0A1 m- nJoe eis WK OR PRINT NAME OF NorAw #DD568213 BONOLD GU= FORM NO.: M14M ELKINS & MCCLUNG 645 SW PALMETTO COVE PORT ST. LUCIE, FL 34986 July 18, 2006 TO WHOM IT MAY CONCERN: I, George Elkins of Elkins & McClung, authorize Paul Jacquin of Paul Jacquin & Sons, Inc., to act as my agent of record before South Florida Water Management District for the installation of a new well at Lot 1, Block D, Carboy Industrial Park, Unit One, Fort Pierce, Florida. This authorization will expire one year from the date executed. JTFITE Of FLORID111 COUQTB Of IT. LUCIE BePore frig, tier day perrorlally appeared GEORGE EL1tIilJ, who it perrorlolly i rlpwrl to file arid who rayr that he read the Poreeoirle aqd itr rtateigerltr arid corlterltr are true. Jworq to aqd rubrcribed before file thr I8th day oP July 2006. i 0TQRU PUBLIC Sharon M. Morris °o;"�`^UB�=,COMM= IL# DD128574 �� t"e ties �t�ly it 2WG r�oP ` Bonded 'then Atlandc BoudBt$ca.=- Property Appraiser - St.Lucie C-v,, tty, FL Page 1 of 1 I PROPERTY RECORD CARD George Elkins Jr Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �UCIF Site Address: ORANGE AV ParcellD; 2212-500-0016-000-7 Sec/Town/Range: 12 :35S :38E Account #: 129334 y +"� Map ID: 22111X Land Use: VCNT INDUS �) Zoning: IL -CO City/Cnty: ST['L•UCIECOUNT_Y�— �.`r Ownership and Malting Legal Description Owner: George Elkins Jr Michael M McClung CARBOY INDUSTRIAL PARK -UNIT ONE-BLK D LOT 1 (0.83 AC) (OR Address: 645 SW Palmetto Cove 1080-102) Port St Lucie FL 34986-2019 Sales Information Assessment Final Total Land and Building Date Price Code Deed Book/Page 2006 Val: 45100 Land Value: 45100 Acres: 0.83 5/30/1997 100 02 CT 108010102 Assessed: 45100 Building Value: 0 6/30/1992 427700 02 WD 081412961 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: 0 Taxable: 45100 TotalTax: 902.92 BUILDING INFORMATION No Sketch Available Exterior Features View: - RoofCover. ExtType: - YeafBlt: Grade: - EffYrBlt: StoryHght. - No.Units: Interior Features BedRooms: Electric: FullBath: HeatType: 1/2Bath: HeatFuel: %A/C: %Heated: Special Features and Yard Items Type Y/S City, Units Qual. Cond. No' Image Available RoofStruct: Frame: PrimeWall: SecWaII: PrmImWall: AvgHUFI: Prm.Flors: %Sprinkled: Land Information YrBlt No. Land Use Type Measure Depth 1 4000-VCNT INDUS 311 -Sq Feet 36103 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=221250000160007 11/3/2006 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stlueleco.gov/ce PROPERTY INFORMATION Address: 16000 ORANGE AVE Unit # : City I State / Zip: FPR Parcel# : 2212-500-0016-000/7 Zoning: IL APPLICATION INFORMATION Permit Number: 0611-0183 Activity Type: New Permit Type: Building Commercial CONTRACTOR INFORMATION Contractor Name: JACQUIN PAUL EDWARD Business Name: PAUL JACQUIN & SONS INC Business Addr: P O BOX 4343 City / State I Zip: REVIEWS AND COMMENTS Review Comments Page 1 Owner(s): George Elkins Jr Michael M McClung FL 34945 Jurisdiction: St. Lucie County Lot#: 1 Block: D Application Type: Master Permitw/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ FT PIERCE, FL 3 Fax Number 772-466-2806 Review Tyne Status Reviewed By Date Started Dale Complete Date Released Addressing Assignment Complete Joyce Braun 11/27/2006 Documents Missing Pending 12/12/2006 1 Comment BRING IN WITH PICKUP A COPY OF THE VEGETATION REMOVAL OR EXEMPTION PERMIT Plans Examiner Review Incomplete Carl Peterson 12/21/2006 1 Comment NEED LETTER FROM DESIGN PERSON OF RECORD STATING THAT SLAB WAS DESIGNED TO THE REACTIONS OF VULCAN STEEL STRUCTURES JOB #16234 12/21/2006 2 12/21/2006 3 12121/2006 4 12/2112006 5 12121/2006 6 Comment NEED PLANS TO SHOW ADA REQUIREMENTS FOR RESTROOMS WITH ELEVATIONS AND DETAILS ON FLOOR PLAN Comment NEED PLUMBING PAGE MUST SHOW SERVICE SINK AND HI-LO DRINKING FOUNTAIN Comment NEED STORM WATER PERMIT MUST MAKE APPLICATION Comment PLAN MUST SHOW EXIT LIGHTING AND EMERGENCY BATT-PAK LIGHTING Comment FAXED AND MAILED TO CONTRACTOR ALSO MAILED TO OWNER ON 12/22/2006 Supervisor Review Pending Diane Flanigen Code Compliance Division Review Comments 2300 Virginia Avenue , Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 2 http://stlu cleco.gov/ce PER MIKE HALTER. A STORMWATER PERMIT WILL BE REQUIRED. PLEASE CONTACT HIM AT 772-462-1553. CONTRACTOR NOTIFIED VIA FAX 12118/06 (DF) Zoning Review Complete 11121/2006 12/12/2006 ML -Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax:(772) 462.2522 http:llstiucieco.gov/ce PROPERTY INFORMATION Address: 16000 ORANGE AVE Unit # : City / State / Zip: FPR Parcel # : 2212-500-0016-00017 Zoning: IL APPLICATION INFORMATION Permit Number: 0611-0183 Activity Type: New . Permit Type: Building Commercial Contractor Name: JACQUIN PAUL EDWARD Business Name: PAUL JACQUIN &SONS INC Business Addr: P O BOX 4343 City / State I Zip: REVIEWS AND COMMENTS Review Comments Page 1 Owner(s): George Elkins Jr Michael M McClung FL 34945 Jurisdiction: St. Lucie County Lot#: 1 Block: D Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System?` FT PIERCE, FL 3 Fax Number 772-466-2806 Review Tvoe Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Complete Joyce Braun 11/27/2006 Documents Missing Pending 12/12/2006 1 Comment BRING IN WITH PICKUP A COPY OF THE VEGETATION REMOVAL OR EXEMPTION PERMIT Plans Examiner Review Incomplete Carl Peterson 12/21/2006 1. Comment NEED LETTER FROM DESIGN PERSON OF RECORD STATING THAT SLAB WAS DESIGNED TO THE REACTIONS OF VULCAN STEEL STRUCTURES JOB #16234 12/21/2006 2 Comment NEED PLANS TO SHOW ADA REQUIREMENTS FOR RESTROOMS WITH ELEVATIONS AND DETAILS ON FLOOR PLAN 12/21/2006 3 Comment NEED PLUMBING. PAGE WITH SMIARK1141111NISi. MUST ALSO SHOW SERVICE SINK AND HI-LO DRINKING FOUNTAIN 12/21/2006 4 Comment NEED STORM WATER PERMIT MUST MAKE APPLICATION Supervisor Review Pending Diane Flanigan 12/18/2006 1 Comment PER MIKE HALTER, A STORMWATER PERMIT WILL BE REQUIRED. PLEASE CONTACT HIM AT 772-462-1553. CONTRACTOR NOTIFIED VIA FAX 12/18/06 (DF) TRANSMISSION VERIFICATION REPORT TIME : 12/22/2006 09:05 NAME : FAX TEL SER.# BROH5J320634 DATE DIME FAX NO./NAME DURATION PAGE(S) RESULT MODE Code Compliance Division =no Virginia Avenue Ft. Pierce. FL 34902 22 Phone: (172) 462.4553 Fax: (772) 462,26 httP1f9tlutIQc0-9eV1c& PROPERTY INFORMATION 16000 ORANGE A' 12/22 09:05 94662806 00:00:27 62 OK STANDARD ECM Review Comments Address. Unit#: �(,jC-2R651 City I State I ZI i1 Parcel.: ' x zoning: r C APPLICAP0 Permit Number. Activity Type: 1 Permit Type: C Contractor Name: JAI— Business Name: Business Addr P D city I State 1 zip: FT PIERCE, FL 3 R VIEWS AND CO MENTS Review-TY Satus RevlewedDY Addressing Assignment Complete Joyce Braun "--'3S)641 Page 1 ng — l Daf artad Data Cemolate DatP Reloased 11/2712006 Established Oquin & Soy / Commercial General Contractor Industrial 1940 Paul Construction Manager Inc. Design -Builder Residential January 24, 2007 St. Lucie County Building & Zoning Division Attn: Carl Peterson Re: Building permit #0611-0183 In response to your comments sent to me on 12-21-06, we submit to you the following revisions for your review in the same numerical order as your comments: 1. Need letter from design person of record stating that slab was designed to the reactions of Vulcan Steel Structures Job #16234. Please see note of bottom of foundation plan. 2. Need plans to show ADA requirements for restrooms with elevations and details on floor plan. Please see attached plan. 3. Need plumbing page must show service sink and high-lo drinking fountain. Please see attached plan. 4. Need storm water permit must make application. Application was given to Mike Halter. He has approved for project to proceed as we continue with SFWMD paperwork. 5. Plan must show exit lighting and emergency batt-pak lighting. Please see attached plan. Should you have further inquiries, please do not hesitate to contact our office. S' ly, Danielle R. Sullivan Pre -Construction Coordinator P.O. Box 4343 • Fort Pierce, FL 34948 • Phone (772) 465-2475 • Fax (772) 466-2806 CGC 0022708 CGC 056649 CGC 060473 CGC 1507936 CGC 056636 Established 1940 �quin & S o � a jqs Commercial General Contractor Industrial Paul Construction Manager Inc. Residential Design -Builder December 12, 2006 - St. Lucie County Building & Zoning Division Attn: Lydia Re: Building permit #0611-0183 In response to your comments sent to me on November 21, 2006, we submit to you the following revisions for your review in the same numerical order as your comments: 1. Need a copy of vegetation removal or exemption permit. If you didn't apply yet, please bring in your applicaion ASAP. We have applied for permit, and have been notified that it is ready to be picked up. 2. Need a copy of the FDOT permit for the driveway and the culvert. Please see attached. 3. ..''We need to know what kind of business the warehouse is for. Building is to be used as a storage facility for a site contractor. 4. - Missing a loading/delivery space from 12' x 30'. Need to show this on the site plan. We need 3 sealed corrected pages. Please see attached. 5. Plumbing subcontractor on hold, W/C is expired. He needs to update his file with Contractor Lic. Subcontractor (Triple K Plumbing) is currently up-to-date. Should you have further inquiries, please do not hesitate to contact our office at your earliest convenience. Sincerely, Danielle R. Sullivan Pre -Construction Coordinator P.O. Box 4343 • Fort Pierce, FL 34948 - Phone (772) 465-2475 • Fax (772) 466-2806 CGC 0022708 CGC 056649 CGC 060473 CGC 1507936 CGC 056636 DRIVEWAY PERMIT ' Permit:'06-174 Phone # 772 878-5860 Owner: George Elkins Jr. Contractor: None Listed Mailing Address: 645 SW Palmetto Cove, Port St. Lucie, FL 34986 Construction Address: TBD Orange Ave., Ft Pierce, FL 34945 Lot # 1 Block # D Subd'vision: Carboy Industrial Park PERMITTEE: )PLEASE READ THIS PERMIT THOROUGHLX This permit contains information, which is applicable to the construction of your driveway and related drainage. The same information will be used by our inspectors to determine the acceptability of your installation. If you have any questions regarding the permit herein, please call St- Lucie County Drainage Division at (772) 462-2511. St. Lucie County Drainage Division has reviewed the proposed driveway. Construction is permitted subject to provisions listed below and attached hereto: 1. All disturbed right-of-way'shall be sodded. 2. Any curb & gutter broken during the course of construction must be replaced or repaired and cleaned before the final inspection is passed. 3. Any asphalt broken during the course of construction must be cut & patched before the final inspection is passed.. By �—>�lP Date:1�(n�/�7�J(o 61 DiiNlewaylp—ector 13�Li 3F r�cn Date: 4-11•-e;" r-« Drainage Engineer Board of County Commissioners, St. Lucie County, Florida INSPECTIONS - INITIAL & DATE Prepour Permit# /-7 Final: Page 1 7�iT10NS Oir Hill rc n ' �' :rgranitJ v, perm.1 fur cuns(ruclinn of file proPosoJ drivena - abide fly the fUllun•ing; yea Cunnly right-oFw•a)•, We Agree to 1• �SIkB,v - Due to design conslniitls, any Jrivcwa dwelling, shrill nunnally be a nlinimwn ofsix (f,) feet iron: the providing silo access to A o In aukml an I nine (9) feel tvt(h A cuIvct l- In the case of comer lots, driveways shall be cot two family [be tatter fine of the driveway is a mininnm, of Iwcnt 2 Properly line. without a (right-of-u•Ay file). Y ( D) feet from the call di,gf fine Ihat Parallel base building lint Z. tia% -All cmtstmctimt work sh ion,. all comply will, life surely Provisions orall Pod,ral, 2J,a! Slate, and 3. ;lLEdli c Control - ItulOwleg shall be provided loth, ' nr„Iual uq'1'ml/ic Cuntwl anJ SSfc Pmdlccs. 6 cunstracUbn in accordance with life Florida In 11C lnyincut twiny compensafnn tr damages resulting,frnn,slhc dexOelreEll xctci end cvc be,till tpaulcd, ry nlcntbcr Wereof of rights and privileges in, - Culvert inslallAlion shall be acebmplishcd in accordance will, p,avisu,ns bf dlis Pclnlil, And shall be file respuusi 511 11 of the applicant. lh the b. %le v b I e n lall. li n -.I,, Ibe case of an a , ,fowl hcicin, [Ile installatimt will Lc pronrpllY brought iututctcunCs uoncoln :clicvt the applicant hour coulpliallce with the Permit con • • pecncnwith life requirements omp!tauce• Inspcclion of life work does our dtrmis. v- liiL•1, s-tit-\Y d:aigs'1 rl:i1 le pro let[ 'Ilia -Spring Isigus, InUdaenl2 aY or ,treat SIJc bwrJe mrt nivn I ) cicchic li • s, drivaw i'a ng facililics ,,d ,a bhltn :dell Prof Lin ssvaiks Or an thing.s,011111108 ol6cr [Ilan breakawa �` placed filltllur cunsnucteJ ill the Courtly' J hinder Ibe counly main cnnnce lailhnx uunly right, of --Hoy, operation, R. r'�fpt,'c�c ur•L n I f - , rndy when Ilse...,, Y to wb- • W q ovirig n Jliveway wiUlin [bo County right -of --way is allowoJ �•Lej I:'r, U Iln ' ur injury lu imLW prove,,,,,,!, on Count ' A licnnt -'ILc a p: ivilr , r y right -or -way caused b lieapt agrees to Promptly repair an herein granted, restoring same Y rcusmt of life cxcmiso of ' y damage Ibe iulliclinn of such dmna , to n condition tip, ai to r'gl,ls and . 6e or injury in p manner Satisfactory Ihat which existed' Y to the unntndialelY prior to . 111. Courtly. (h it t All wink mustbocbnyll,ledwilh!nsix m this - pcunil will bccmn, unl) and void. (G) uwUUls from the date of isuwucc I i. ,(,IAe ,II& IV • rca- briveways,brill b, do ', whie!, Ih,yjniu autl be Centered on If,, cdlvert. 5i6gcJ to be Perpendicular to We roadway to C: 11_urUa1 c) nc - All wolk in flle Cunnly lei ,hl- ccaifi.:dc of cbmpelcncY and is insumd last- Lucie 6 br--way strait be dune by a Person who holds a County. rJ. Concoct --nor as A Pre -Pour ia.pectic" sliall be euu,PleleJ anJ approved 6 Prix; to cmraruo or asphalt bchlg Placed in life Cunnly ri b cl - cn!::IJcwJ and apprut'cd by a Count t y a County Ins mininmm twee, •_ Y Inspector all site coed-t- ofUtc ispeetiou shall b"elor tour (24) hour notice is normally required prior to penult Arre "let_ I.1. )S�'mUgr . r rat if bein Oet•clupineul 1) tees - A reittspeclluli foe will be s 1 eJui J, ct e reed to !m ,a• %,mt`Scllt. 'the led tag nmst he b required to 1 ul in oc , ,ought aloe be paid At the Cbnmmnily I ell al Illc same lime the reins)m,fiun leg It) Pay Ibe reins c lucst is niadc. p ction fee Tbc fee will fi,sl reinspcNibrt for n-,- final. Tltc fees Secnnd rcinspectiun far , in -,-pour er are as fufiows: 'Third r i i re -Pour 'twenty (2U) dnllars each c nsprcUon fur or Cual; forty (40 prc•pbur or fii„al: silly (f U) ) dollarsdolltars ars A cacti ' each Permit p -� 7 Pay -re 9��E E3,op9 _ SCE 9XE[i EJ/Oix69 11.01 A] Revised -February, 1998 1/2' X G' FIBER EXPANSION JOINT TO BE INSTALLED AT R/W UNE :EE PAGE 1510 '- L.EDGE OF TRAVELWAY . PRIOR TO INITIAL INSPECTION. SAWCUT EDGE ' OF PAVEMENT TO S' VERTICAL DEPTH . PROPOSED DRIVEWAY— PLAN VIEW R/W Driveway Width: NearestCa)I - - DESIGN INVERT "<,�11F i Nearest Property Line:r ���, I� SECTION A Notes- 1. Surface Specifications.- a- Asphaltic concrete driveway extending into the right-of-way or public easement shall consist of 1" of Type II Asphaltic Concrete centered on a 12" Wider base of 4" thick compacted limerock or coquino base, density shall be 98% of maximum as determined by AASHTO T-180. 2. Right -of -Way Restoration: a. Requirement: As good or betterthan condition Marto construction (includes adjacent areas). Use sod as necessary. Sod must be placed at or' below the edge of pavement. Any sod placed above the edge of pavement will not be approved at the final inspection. b. Drainage: Drainage ditches disturbed during construction shall be graded in such a manner as to provide for restoration of the flow line. The County will not approve the final inspection if the placement of sod partially blocks the driveway culvert. The top of the sod must match the invert of the culvert. 3. Concrete or Asphalt Driveway Surface: a. Initlal Inspection: When the driveway is prepared to accept the concrete or asphalt, notify the St. Lucie County Drainage Division at (561) 462- 2511 for inspections, allowing at least one.day for scheduling. b. Flnal Inspection: Regardless of the type of surface material used, schedule a final inspection after all requirements are met and right -of --way has been restored. Permit# G-,z-_/ Page # _ 4 1, ®IA. C.M.P. W/2:1 Mii C`R e 6oG6/�om.o GP. WIRC MASH TOP VIEW -.SINGLE * PIPE PEEP-"`-r -4—LL1-7 PIPE BANDING NOTES: 1. All manufacturers recommendations must be followed. 2. All concrete short of the driveway and poured mitred end sections must be removed from the right of way, Including but not limited to the old mitred end sections, any concrete over the old culvert except the driveway, 3. The banding and Pipe elevation must be inspected before any cover is Placed over the work in question. Permit #:—a,-- �L/_ Page #:' �p APPLICATION FOR DRIVEWAY 04ew construction Fee(S150St Lucia,00)[]Upgrade CONSTRUCTION 2300 Vital Community Developmen�Jacament Fee(520.00) I .. 9 Avenue. Fort Pierce, FI ment Applicant Name4982 ;' ' --� - r_ _ Mailing Address 64S SW pal.,_t, ; Phone# 772)878_5860 Owners Name Elkins Jr, Cove st- Lucie FL 34986_2019 Georcle r McClung. Michael Construction Address /,�j/ f}.,- MM Phone# (772) 78_5860 Parcel Tax ID Number 2212_500- 'P 0076-000/7 � Brij Lot# 1 Block# D _Subdivision d i ark -Unit One The Nearest Intersecting RoadlSkeet I!k_ Boyd Road The Nearest Property Line To Proposed Driveway Is Of 9' With And li' WIIhOut A Culvert) 35_Feet (This Dlatance Must Be A Minimum Desired Drlvewey Width Is(2) .��Feet (D/W Must Be Between 10' Alin. And 20, Max Driveway Surface ewayTO Be - CONCRETEf� ' (Nate: A Driveway On A Paved Road MUL,st Be Paysed,q �R) UNPAVED The County Right -Of -Way.) d On An Unp aved Roatl Must Not Be paved In The Center The Proposed QrivewSy Will I Will Mark The Driveway Wit Be Cleary Marked On h:(Driveway Must A Stake Marked Center Line Be (vlarked For permit 7o B ( ) Driveway Placed At The Nigh t-0E-Way LPr O! Dri ( ) Drivewayine )A Bright CToor Center Line Symbol Be Centered On Garage Doer On The Edge-0f- pavement 9 or Opening(Opening Must Be Visible) APossible After County Inspector at Process e Marked A Your Permit. Determine Grades, Setbacks EU. Date Marked AboveDFor7he Pertrlit To .Be Completed To prevent ,Of gnl0 Se Allow A Minimum On Or As Soon (Ten) Working Days From The Notice To Owner qr d R ;I y Hardship, Department Unfil� The This Permit Are Inspected And Will Be Certificate of P ry (G.O.) Will Be Withheld By The Building ree To Abide The 'Conditions OF Driveway (Two) Of The Permit Isssued. I/We Agree To COnslru tThe D �elwa Listed On pa e St. Lucie County Land Development Code (Section 7.05.06) And Conn Accordanceco9 Numbh a Listed In This Permit, In The Event The Culvert Fails Or Becomes Unserviceable, Or The Th e Driveway Needs To Be Replaced For An Pecifications And At The Expense Of The Ow Y Other Reason, Replacement Shall Be Arrenged By Owners Signature Dale Received By Community Development I� Rev. 1/98 Master building permit number l�,rrf;a C'r.?/�CCr' i id'��-5�_.,�.�,(c:�,03 n..rc,c.l.•'Sk�✓. to Issued To: Elkingt Me Ceung D.B.A.: Guettler Bros Const Orange Ave Fort Pierce, FL 34945 Mailed To: Elking! Me Ceung Guettler Bros Const P 0 Box 12271 Fort Pierce, FL 34945 STATE OF FLORIDA DEPARTMENT OF HEALTH 0 44 141 �? OPERATING PERMIT Permit Number: 66.57-16415 Drinking Water Program-LU Commercial Cnulily:'• '..$t.Lucle lssue.Data..:.:. ' •� l)9l�BN6 _date paid:.::: 9/1,5106 PerinlfiESgiires:l)h:. . SeptembO..30; 2007 "we" , DE ARTMENT OF HEALTH OFFICIAL Health Department I BOARD OF COUNTY COMMISSIONERS DATE: 11 I ,1 6 ST LUCIE COUNTY PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 NO. OF PAGES INCL. COVER: 2 - ATTN: RE: O b lI' O 1 SENDER:[{ PHONE #; MIR r I, Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 http://stiucleco.gov/ce Address: ORANGE AVE Unit # : City/State/Zip: FPR Parcel # : 2212-500-0016-000/7 Zoning: IL APPLICATION INFORMATION Permit Number: 0611-0183 Activity Type: New Permit Type: Building Commercial Contractor Name: JACQUIN PAUL EDWARD Business Name: PAUL JACQUIN & SONS INC Business Addr: P O BOX 4343 Owner(s): George Elkins Jr Michael M McClung FL Jurisdiction: St. Lucie County Lot#: 1 Block: D Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ City / State / Zip: FT PIERCE, FL Fax Number - - Review Type Status Reviewed By Date Started Date Complete Date Released Addressing Assignment Pending Joyce Braun Zoning Review Pending 11/21/2006 11/21/2006 1 Comment NEED A COPY OF VEGETATION REMOVAL OR EXEMPTION PERMIT. IF YOU DIDN'T APPLY YET, PLEASE BRING IN YOUR APPLICATION ASAP. YOU CAN BRING IN A COPY WHEN THE BUILDING PERMIT IS READY FOR PICK UP 11/21/2006 2 Comment NEED A COPY OF THE FDOT PERMIT FOR THE DRIVEWAY AND THE CULVERT 11/21/2006 3 Comment WE NEED TO KNOW WHAT KIND OF BUSINESS THE WAREHOUSE IS FOR. 11/21/2006 4 Comment MISSING A LOADING/DELIVERY SPACE FROM 12'X30' NEED TO SHOW THIS ON THE SITEPLAN. WE NEED 3 SEALED CORRECTED PAGES 11/21/2006 5 Comment PLUMBING SUB CONTRACTOR ON HOLD, W/C IS EXPIRED. HE NEEDS TO UPDATE HIS FILE WITH CONTRACTOR LIC. r TRANSMISSION VERIFICATION REPORT TIME : 11/21/2006 17:22 NAME : FAX TEL SER.* BROH5J320634 DATEJIME 11/21 17:21 FAX NO./NAME 94662806 DURATION 00:00:28 PAGE(S) 02 RESULT OK MODE STANDARD ECM ST LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS PUBLIC WORKS DEPARTMENT BUILDING & ZONING DIVISION FAX COVER SHEET FAX #: (772) 462-2522 PHONE #: (772) 462-1553 DATE: 11 I A l Ids _ NO. OF PAGES INCL. COVER: 9- ATTN: RE: o b l(- Q iE 3 SENDER: PHONE *: - 1 � -Z-0 (% I n n r-7a Ti TRANSMISSION VERIFICATION REPORT TIME : 11/26/2006 11:11 NAME : FAX TEL SER.# BROH5J320634 DATEJIME 11/28 11:10 FAX NO./NAME 94662806 DURATION 00:00:59 PAGE(S) 01 RESULT OK MODE STANDARD ECM +Y 'h%cp bar f 44pn Ij }; Al � r e y a R 10 0* 5'W4 z� 3 N NA ~ /T Y t Nam* I — A PROPOSE ~3 120 -SIF, L-�- ` _ DRAINFIEL AREA yV � 'Y f EXtsTI� r ,aRtvcdcuwCreT s7Stn?r per Pftl+Mtr z S S 4 AU 2 5 21 PAUL WELCH INC. . Mechanical • Electrical 'civil- Engineed g _- 1984 S W-Bilftnm St. Suite 114. - - Port St. Lucie FL 34984 PHONE E-MAH FAX (772)785-9888 pwelchlnc@aol.com (772)785-9933 t DATE TECH: 'ONING TECH REVIEW CHECKLIST RESIDENTIAL WOR COMMERCIAL PERMIT # Qb l 1 - D183 PAGE 1 OF 3 APPLICATION A. ADDRESS O K MISSING NOTES B. S/D - SITE PLAN NAMES C. PROPERTY TAX ID & LEGAL DESCRIPTION MATCH V D. LOT & BLOCK NOS. E. PARCEL SIZE & LOT DIMS OF ACTIVITY PE OF CONSTRUCTION TUAL SETBACKS OPOSED USE. CHAPTER 3)RMITTED? CONDITIONAL? ARIANCE REQUIRED? Y N . FT. OF CONSTRUCTION MESCRIPTION LUE OF CONSTRUCTION NER INFO (MATCHES GEO) NTRACTOR INFOE 3 SIGNATURES& NOTARIES FICE USE PAGE COMPLETED NINGEMENTS CODE IMPACT FEES REVIEW SIGNATURES APPLICATION DOCUMENTS: A. GEO B. RECORDED WARRANTY DEED C. LAND CLEARING PERMIT # OR COPY OF D. FILLED LANDS AFFI APPROPRIATE SUB FORMS - ORIG SIG'S F. SUB SUMMARY G. NOC H. MISC: OWNER BUILDER AFFI'S GROUND SIGN LANDSCAPE AFFI GUEST HOUSE AFFI UTILITY RECEIPTS OTHER • a_N s3� ! i - • � f��rS� L ■ i Uf'4i'I.et�71�-+'�,�: «r+.M•_ ZONING TECH REVIEW CHECKLIST RESIDENTIAL WOR COMMERCIAL DATE PERMIT # TECH: PAGE 2 OF 3 DIMENSIONAL CONFORMITY: SURVEY: SITE PLAN: OK MISSING F NOTES ZONING MIN LOT SIZE MIN ROAD FRONTAGE MIN LOT WIDTH SETBACKS BASE BUILDING LINE MAX LOT COVERAGE MAX HEIGHT IF PROPERTY DOES NOT MEET ANY OF THE ABOVE CRITERIA, CHECK FOR NON- CONFORMING LOT OF RECORD RESEARCH. IF PROPERTY DESCRIPTION DOES NOT MATCH PROPERTY APPRAISERS DESC OR MAP, LOOK FOR LEGAL LOT SPLIT OK MISSING NOTES RAISED SEAL BY SURVEYOR PROPERTY MATCHES ALL DESCRIPTIONS I/ HEALTH DEPARTMENT STAMPS 2 SURVEYS & 2 FLOOR PLANS EASEMENTS ORIENTATION OF BLDG MATCHES PLANS VERIFY FLOOD ZONE BUILDING DIMENSIONS SHOWN FFE SHOWN v COPIES OF APPROVED SITE PLAN COPIES OF RESOLUTIONS HAVE CONDITIONS BEEN MET? LAND DEVELOPMENT CODE COMPLIANCE: ZONING TECH REVIEW CHECKLIST RESIDENTIAL WOR COMMERCIAL DATE PERMIT # TECH: LAND DEVELOPMENT CODE COMPLIANCE: (CONTINUED) CHAPTER 9 - SIGNS I,�/1:i rkrow PAGE 3OF3 OK I MISSING I NOTES CITY VIEW - DATA SCREENS PLEASE DOUBLE CHECK ALL PERMIT SCREENS TO BE SURE ALL OF THE INFORMATION IS AS COMPLETE AS POSSIBLE. EVEN THOUGH YOU MAY BE WORKING ON A PERMIT FOR AN ACCESSORY STRUCTURE, USE IT AS AN OPPORTUNITY TO UPDATE THESE SCREENS, ESPECIALLY THE PROPERTY INFORMATION PAGE, SOME OF THE ITEMS FREQUENTLY OVERLOOKED ARE: LOT SIZE (IN SQUARE FEET) OR BOOK AND OR PAGE LOT AND BLOCK NUMBERS FLOOD ZONE UTILITY PROVIDERS LEGAL DESCRIPTION PROPERTY OWNER PHONE #'S PERMIT PAGE 1 CHECK PERMIT TYPE & FCC CODE TO BE SURE THEY ARE COMPATIBLE CONTRACTOR PHONE & FAX #'S UNITS, FLOORS, BUILDINGS, BEDROOMS, BATHROOMS SETBACKS CLEAR JOB DESCRIPTION VALUATION - PAGE 2 IMPROVEMENT AND EXISTING SQUARE FOOTAGE REVIEWS - PAGE 3 BE SURE THAT ALL PERMITS ARE TRACEABLE WITH CORRECT REVIEW TYPES AND DATES RECEIVED, COMPLETED AND FORWARDED FOR THE NEXT REVIEW STEP FEES/PAYMENTS - PAGE 4 DOUBLE CHECK THE FEE TYPES AND AMOUNTS REVISED 6/19/06 ST LUCIE COUNTY IMPACT FEE CALCULATION SHEET t COMMERCIAL APPLICATIONS I DATE _ i I l a l l byLPERMIT # Ok t i- 01 &3 FEEPAYER ADDRESS IMPACT ZONE THE -IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON THE FEE SCHEDULE EFFECTIVE OCTOBER 1, 2004 ZONING/LAND USE = j M X-I) - FEE CATEGORY: IZr)rp Vouge- SQUARE FOOTAGE: BASE UNIT: 1000 SQ FT c3- b EACH ACRE SEAT ROAD �5 . b PUBLIC BLDGS Z) Cl FIRE/EMS 2D - b @ ' g _ $ 1564 $ C LAW ENF a "b @ $ 3y .r RESIDENTIAL/COMMERCIAL BUILDING PERMIT CHECKLIST Site Location: Permit Number: Technician: General: Application completely filled out with notarized signatures Yes C No G N/A Sub Summary List with contractors' names and county & state �j/ Yes G No N/A certification numbers Sub Agreements with original signatures E; Yes r No N/A Owner Builder Affidavit ❑ Yes ❑ No N�Al Owner B tric Affidavit r Yes n No NTA— Filled Lan❑ =Affiday') Yes ❑ No r N/A Geo or recorded warranty deed es r No N/A Recorded Notice of Commencement Yes r No N/A Utility Agreement�or Payment Receipt ❑ Yes ❑ No lghrr V�eetation Removal Perini\ '7 �nc� Yes r No N/A Non Conforming Lot of Record r Yes r No ❑ r;A Plans Calculations & Attachments 3 copies commercia112 residential : Complete set of plans with engineer/architect raised seal Yes r No r N/A Truss plans reviewed and approved by engineer/architect s r No r — Landscaping and parking plan Yes ❑ No U N/A 3 Copies of approved site plans r Yes r No r N/A 2 Sealed surveys or plot plans with dimensions, finished floor r/ Yes C No r N/A elevation and setbacks Health Department approval stamped on survey and floor plan �-� Yes r No r N/A Health Department food establishment permit stamp on floor plan r Yes C No Manual J or Manual N calculations r Yes r No -jt-A! Signed Energy Calculations r Jtes r No r -Nhlr� Sealed Wind Load Compliance Certification es r No G N/A Product Review Affidavit Yes F No 1- N/A Page 1 of 2 I RESIDENTIAL/COMMERCIAL BUILDING PERMIT CHECKLIST Site Location: __.__. a �—^fie___.._ _ -- - i Permit Number: Technician: Other: C" G G Health Department permit paperwork /Yes No N/A CD for Fire Department if commercial or multi -family ; Yes C. No C N/A DEP, SFWMD or Army Corp of Engineers G Yes G No C -3d7L9_ -ems r —wool Barrier Affidavitr— � o�[=-.—ice Ground sign landscape affidavit ❑ Yes ❑ No G -fir Bum rate for sign cabinets ❑ Yes ❑ No ❑A RV and Mobile Home Tie Down Only (2 conies): Permit Worksheet (Tie -down diagram) ❑/NA G N/Manufacturer set-up and installation manual C❑ /AManufacturer blocking diagrams GG N/ASigned penetrometer test (1 copy) GN/AStair details ❑ ❑ N/AMobile home inspection report for relocation ❑ ❑ N/ACopy of Title for relocation r G N/AClass A approval from Growth Management ❑es o ❑ N/A Comments: s: Reset t.,,. Clear Form Page 2 of 2 Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stiucieco.gov/ce Date: 09 November 2006 Job Address: ORANGE AVE Received By: counselb Paid With: CK Paid By: PAUL JACQUIN & SONS INC Building Receipt Receipt#: 0000047814 -ermit Number. SLC- 0611-0183 Amount: $250.00 �redit Card Number: Check Number. 18858 Sign: ti Date: l ,,, u Reviewe.. may: 16 - Contractor: Re job Location: Permit # The permit package for the referenced location was not accepted because of lacking the following items:* The permit package for the referenced location was accepted but will not be completed until we receive the following items:* 1. Site Plan Approval 2. 3. 4... 5. Recorded Warranty Deed Health Dept/Utility l - Sealed plans 6. Notice of Commencement 7. ►7 Subcontractor Forms Energy Cals 8t Manual ] Wind Load Calculations 10. Filled Lands Affidavit K-S i 11 Vegetation-Removal-;P.ermit -6 hf W In . 12. Landscaping Plan 13. 14. *With a detailed review additional information may be required. i ST LUCIE COUNTY FIRE DISTRICT Office of the Fire Marshal Plan Review 5160 N.W. Milner Drive Telephone: 772.621.3�21 Port Saint Lucie, FL 34983 FAX: 772.621.3604 THE FLORIDA FIRE PREVENTION CODE, 2004 EDITION IS CURRENTLY ENFORCED. The Code is based on NFPA 1 and NFPA 101, 2003 Florida Specific edition. Jurisdiction: SLC Project Name: Guettler Warehouse Address: 16000 Orange Ave Contractor Paul Jaquin & Sons Contractor's Address: PO Box 4343 State: FI Architect/Engineer: Paul Welch Occupancy Type: Storage Construction Type: 2B Square feet: 3600 Number of stories: 1 Occupant Load: FMO Permit #: B-06-861 Building Permit #: 0611-0183 Phone # 772-465-2475 City: Fort Pierce Zip Code: 34948 Phone # AS Permit: FA Permit: FFP Permit: Access Box: Access Key Switch: NOTE 1. All revisions, including the electronic copy must be received prior to permitting. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections require payment of fee prior to rescheduling of further inspections. 5. Penetrations through rated assemblies shall be of proper UL design. Design criteria shall be submitted with the construction plans. 6. Fire alarm panels shall be located indoors within a controlled environment. 7. Plans and construction are subject to corrections in the field to maintain code compliance. An electronic version of the construction plans on a CD is required. The file format shall be .pdf only. The CD shall contain a sheet index file. Files shall be separated by discipline. Files names shall match construction documents sheet numbers. 1. No comments. Required Revisions 2007.02.01 10:18:50-05'00' St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Pro'ectName tlET1'�EK s'OffieeEUseQnl Street Address fr ?\ER.t.rc ' Permit Number 0 G- Occupancy Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications ha ben 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 complete the appropriate box.) 1. Florida Building Code 2004 Edition z K I ASCE 7-02 .2. Building Design is (check one) Enclosed X K Partially Enclosed Open Building 3. Building Height: 21 4. Wind Speed Used in Building Design: 1 4 c 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): 6. Average Wind Velocity Pressure on Exterior Faces of Structure i S 4 - 6 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure S d 6 PSF S. Importance/Use Factor (obtain from Building Code): 0 9. Loads: Floor lJ A PSF RooVdead _ r PSF Roof/live 20 PSF 10. Were Shear Walls Considered for Structure (check one): Yes C No (if No, attach explanation) 11. Is a Continuous Load Path ProvideA (check one): Yes No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: Z 5 00 PSF As witnessed by my seal, I hereby_ certify that-the:information included with this certification iJal] nd ' correct, to the best of my knowledge and belief. ' Name: FA U t- W is "1-+ P E , Certification #: 2 9 9 A S [S Design Firm: PAy L W t e1 w t OL, Date: (v Z bSLCCDV Form # 020-00 redi, .� Product Review Ai%cla�v�t St Lucie County, Public Works Department Code Compliance Division 1: following products will be installed in the structure located at luilding Permit # - )!aners Name C'jLI V ' Lr;rz- f>V,oS • Owner's Address onuactor 91,146 7Td(-Qow s Sorts Contractor's Address 734-S GoµµEeaiaL. t-1, Product *Product Rated Manufacturer Model Number Method of Attachment Desi n Pressures Windows * Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice +�- pv'j' G741 -700 Y4. X W YC' µra E►d5elc> Ind Choice o,e . fixed Glass � NoAq D5-lolb.ol '. 1st Choice Ii N/A 2nd Choice Butt Glass N jA Glass Bloc Sliding Glass Doors A 1st Choice N A 2nd Choice vviug Type Doors 1st Choice +f JF - 5$,! L6 -la 'VIF V 5" FIAT NFAV 07TEEL pp LIGAN—'3LE0YE ANCHOR w� Rd C(tO1Ce arwvi�=+��., 'I ...i......, e.. a.o•. � i.s � r2"e.e. 10verhead Garage Doors u o A O Off •011"1 161 1st Choice I-F/..3�1',. I V e. 17oale I mood. &s l hzEyri4rr. dtx&wep ' 2nd Choice pr.,gi n., Material Asphalt/Fiberglass Metal 1e45 A 5 3tUU Pg-Q 21p p 1�ata� t5�t7tr Other e g S i b-vvS IShutters— I Choice T have reviewed the above components and cladding, and have approved their use in the structure to;;.'r. provide adequate resistance to the wind loads and forces specified by'current code provisions. Name: �'A!I L W e-LeN Signature Deign FirmJtr�I.ett SNc, Cert. No. Date: APR O 7 2888 w•��dgiiul�. 8 Go. Goly. Steel I Drum Wheel __' a I lc—oershytChain HoisteI WheelWp IF—6. I 1 1/4O"PENING WIDTH v __---___ _7•— 4• 3 3/4HV1TEKS SELFn 5/16'DIA x SLEEVE Varies ... -_ .._... .._. .., _.� .�3/4. _ .. 3/4•-1 Varies B". Max. Max. 16" a Guid bracket Opening Height mg Up To 16'-0" WINDLOCK SUPPORTInA WFAR STRI DOOR WINDLOCK _ I WINOLOCK HOOK B tyyp. 8 yp. soory GUIDE (CURTAIN WIDTH).(OPENING WIDTH+S_j__ I STRAP t6' typl. o °T r Curtain GUI E 1 z KET STEEL JAMB MASONRY JAMB GUIDE BRACKET GUIDE BRACKET TURNED OUTWARD Anchor Curtain Sheet MATERIAL- IC TYPE Spacing 8"typ. Guide Splice occurs . �B" G40 THICKNESS .095 .. .. .. .. Inside at 20' Centers. Jamb 16" typ. ' L Sea B om 1/4'-14 x 3/4' P. Bar D ail Fl x 2 WELQ HRH TEKING SELF 1 6' x 2 1/2- DRILLING FASTENERS. SEE ELEVATION FOR LZj\f lice 2"x 2"x /—" 2 1 2I SPACING, . Sheet 5 F.FD -� -3/4. Up to 16'-0. Opening Widt ��JI/7� min. Gums Fastener Spacing INTERIOR ELEVATION ooar cuttaino S Cti ION_SCtD D( & Track Bracket Spacing Scale: None .Ulu=.Uul Hat Dip Galvanized Steel'"Al:No a. P 9 ASTM A-653 Structural Steel Similar for Both Guides. (Grade 80) With Full Coat Of Primer And WINDLOCK HOOK STRAP Baked Polyester Finish Coat. MATL HOT DIPPED GALV. EEL .105 5/16-STUD BOLT WBDED iD WWOLOCL kl. °�bl'Inu �3.250 HOOK STRAP 8' rusio -'— ON CDIPR J_SW 2 x 1 1/2 x .125- .437 ATTACHED AS SHOWN- Steel Angle. ON INTERIOR EIEV. MATERIAL• CS TYPE-�L4L"B" G40 THICKNESS WINDLOCK SU NOTE .095 ILSE WINDLOCK WINDLCCKS STAMPED FROM .130' GALV. DOOR GUID STEEL (.75'x 2.375 AND RIVETED TO ALTERNATE CORRUGA DNS WITH (2) 3/16' STEEL JAMB STEEL POP RIVETS SUPPORTED BY A 16 GA GUIDE BRACKET TURNED IN &WELDED STEEL BACK UP PLATE ON EXTERIOR SIDE OF DOOR CURTAIN. ALTERNATE MOUNTING 1.500 1.06 6 �. xaea ucnmim uo,u..m °ra.m_ s wxgn 1md waed oaISIda o­ x.yxt Nwma P M Vinyl At— �2.375 \ at 5-0 is-o 61-37-1112 lime lise 6e1 10-0' ie•-e wl, -Iia W.1 e0.1 BOTTOM BAR GUIDES MADE FROM 01 12'-0 le-0' 01-n-192 sss son .070 DOOR GUIDE HOT DIPPED GALV. STEEL es1 le-0" le-0' al-n-10 u.e as.e 01 16'-0' le-0- 611-n-I512 37.0 No UXX six" PAUL WELCH INC. MIECH-ELECT-CIVIL ENG 19U BILTMORE ST. #114 PAUL WELCH P EUCLA FL 34964 f LG 29945 j x 3/4" Bolt red) I1{ Rater to lest report g11QI{9 Number USD-05-2 Dated 09/14/05 Doors designed for 37 (T/ft POS./NEG. PSF wind load Maximum door size 16'-0' wide x 16'-0' high RR 16 2008 r A - MI®DARE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE, (Nn. 1070 Technology Drive Nokomis, FL 34275 MIAMI•DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Da County) reserve the right to have this product or material tested for quality assurance purposes. If tiuct or material fails to perform in the accepted manner, the manufacturer will incur the expensting and the AHI may immediately revoke, modify, or suspend the use of such product or a ituiteeir jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined y Mt ade County Product Control Division that this product or material fails to meet the req ' menu pplicable building code. This product is approved as described herein, and *2tled n estgn . to comply with the Florida Building Code, including High Velocity Hurricane Zone ofricia g Code. DESCRIPTION: Series SH-700 Al ng Window - L.M.I, APPROVAL DOCUMENT: Drawin Mda "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with re?1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark P.E., bearing the Miami -'Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. cJ�T Cpy� d�r NOA No 0S.IoIS.01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 (w PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 911105, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung —_ Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 4 4) Small Missile Impact Test per FBC, 1-94 5) Cyclic Wind Pressure Loading per T 203-94 6) Forced Entry Test, per FBC 3 d AS 202-94 along with marked -up drawings and install ti iagr an Aluminum Single Hung Window, Impact, prepared by Fenestrati Tosti g . oratory, Inc., Test Report No. FTL4647, dated 08/11/05, signed d s d Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform St tic�ssure Test, Loading per FBC, TAS 202-94 e 2) Large hn est per FBC, TAS 201-94 3) Cyc i sure Loading per FBC, TAS 203-94 along with marked -up dr ing and installation diagram of an Aluminum Single Hung Window, Impact, prepared y Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Alu Single Hung uel P ez, P.E. Product Contro Exa , er NOA No 05-1o18.01 Expiration Date: March 23, 2011 E-1 Approval Date: March 23, 2006 3% PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) Large Missile Impact Test per PBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FB TAS 203-94 along with marked -up drawings and installation din o Aluminum Single Hung Window, Impact, prepared by Fenestration Testin a r , Test Report No. FTL- 4723, dated 10105105, signed and sealed by gaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural an sis omplying with FBC-2004, prepared by PGT Engineering, dated 10/1 ign d sealed by Robert L. Clark, P.E. Complies with AS 0 D. QUALITY ASSURANCE 1. Miami Dade Building bode Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01105106, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant, dated December 15, 2005, stating that the odu t is in compliance with the Florida Building Code (FBC). �ueoljPe rProducttE, er NOA No 05-1018.01 Expiration Date: March 23, 2011 E - 2 Approval Date: March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5110' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER B. 516' LAM] CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/B' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 511V LAMI CONSISTING OF (2) LTTES OF 1/B' HEAT STRENGTHENED GLASS WITH A.N . ND DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116' LAMI CONSISTING OF (2) LITES OF WIG' ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN AW DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7116' LAMI CONSISTING OF (2) LITES OF 3116' HEATSTRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13116' LAMI IS: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIRSPACE AND 5f16' LAMI CONSISTING OF (2) LITES OF 1B' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116' LAM] IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 1f8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1. 13/16' LAMI IS: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13H6' LAMI IG: (1) LITE OF 11W HEAT STRENGTHENED GLASS, AN A BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER. VVV� K. IN16' LAMI IS: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFL P L. 13/16' LAMI IG: (1) LITE OF 1M' HEAT STRENGTHENED GLASS, AN AIR SPA DUPONT BUTACITE ORSAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER {' 2. CONFIGURATIONS: 'Or (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL 5fi6' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN.090 7/16' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN A90 DUPONT CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3f16' HEAT OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN.090 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AS 1300.9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ACT 09 4.ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS EODUCTIEE SHEETS B THROUGH I I FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROWJOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL-4645, FR4646, FTL-0647, FTL4648, FTL4649, FTLs650, FTL4651 AND FTL 3. A S. SERIESBAODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. P.D.BDNSID xacaev5. iL31n� ILUM. SINGLE HUNG WINDOW, IMPACT owb sxmB NTS I 7 - if 4040-2a NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 m,,,N1u.eeme HeriJe 6oWi ow.� n�LOb NOAM D1hdiEd l'pbvN / e l G R LG PF. PE 03W12 Sow a 1/2' NOM. GLASS BITE 37 I 37 or 82 83,84 or 85 1Y2" NOM. GLASS BYTE A� ...YYY... < ( EXTERIOR INTERIOR r (ALLSECTIONS) i/B' ANNEALED OR HEAT STRENGTHENED GAS 3/1 V ANN EALED OR HEAT STRENGTHENED GLASS I-T-09D SOLUTIA OR DUPONT PVB INTERLAY 090 SOLUTIA OR DUPONT PVS INTERLAYER 1 W ANNEALED OR HEAT STRENGTHI� 311 'ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 7116' LAMINATED 5116" LAMINATED GLASS Ind 7/16" LAMINATED GLASS I I G7LASS SITE 4( 616�I"W 4 I I 1I IV GLASS BITE Or 66 89ATPmvnlmmnPfYK4 "i16Ib< .9D OT 91 New 14kW Cae Dh nova 70 70 "L.o.zw°'noe.aawml 1/8' ANNEALED OR HEAT STRENGTHENED GLASSYWIWALNN�LEDORHEATSTRENGTHENEDGLASS ALED OR HEAT STRENGTHENED GLASS .NTERLAYER IW NNEAAORDUPONTPVBTRE STRENGTHENED SOLUTA D RHEATPVBSTR NGTHENED7/6'ANIJINAT OR NEAT STRENGTHENED GLASSALED OR HEATSTRENGTHENEDG1A55 11 5/i6'LAMINATED NATEDAIRSPACE 118'HEATSTRENGTHENED GLASS STRENGTHENED GLASS 1SS NOM. SSI. 13/16" LAMI IG GLASS W/ 5/16" LAM( 13/16" LAM( IG GLASS W! 7/16" LAM( _ � rwd. fmorecwm<a�rowvE TfGLAZING DETAILS /Z Nafaws,Rslns — ALUM. SINGLE HUNG WINDOW, IMPACT 2Q26 A NG CHANGETHfS SHEET P.0.0n%13:9 ROLanC KV12 NO'AOWS R]CZ!< w1Y B[[M /INS JJ. iaznms Smau FUlI 1 2 + 11 4000.20 A swcwal ir 111 WINDOWS WITH HIGH SILL OPTION TABLE 1. WINDOW HEIGHT WIDTH GLASS TYPE 49" 50518" 59112" 63" 76" ABG H . +80-80 .. +800 -80 -88.0.00+ 80...01 32" A,B,G,H +80.0 -800 +80.0 +6 A,B,G,H . .0 +74.4 -74. 572 2+800-80 40"37" A,BG,H +80.0 -80.0 ...... +68.0 8 3 +64.0 -64D'HimAB,G,H +80.0 0B +605 .. -60.5 +57.4 57.4 +58.6 -58.6 48" AB,G,H , +80.0 0. +5 ---5863.5026" A,B,G,H .70. 4631le" 85 48.3 UPTO531/8" C,D,E,F,I,J,K,L ALL HEIGHTST076"HFISH- +80.0 1 .80.0 "0" MEETING RAIL --T "X" SASH - AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION TABLE 2. WINDOW HEIGHT OVER SASH HEIGHT 29 3/4" 38 318" 44" 50 5"" 63" 72" 74" 76" SS TYPE 1215/16" 163"" 186"" 215/16" 261l4" 2913H6" 305/8" 317/16" ,B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -7BO +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 .70.0 BGH W53118-A.B.G,H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +67.6 -67.6 +58.1 -58.1 +56.6 -ME +55.2 -55.2 B,G,H +70.0 -70.0 +70.0 -70.0 +70.0 -]0.0 +70.0 -70.0 +58.0 -58.0 +51.3 -51.3 450.0 -50.0 B G H +70.0 -70.0 +70.0 -70.0 +70.0 A.: FB -67.6 +64.2 51.2 +57.7 -57.7 +W.1 4i6.1 B,G H +70.0 -]00 +70.0 -]0.0 +]0 0 +60.2 -60.2 +49.6 -49.6 +53.7 -53.7 +52.9 52.9 B,G,H +70.0 -700 +700 -70.0 6.3 +56.3 -56.3 +45.1 45.1 +49.5 -09.5 +48.fi 48.6 A+47.847.8 B,G,H +70.0 -70.0 +70.0 -70.0 +87.4 1. +51.8 -51.6 +40.8 -0DS +44.6 44.6 +43.B 43A UP TO 53118.1 C,DE,F,I,J,KL LL+IEG"GH 'O' MEETING RAIL X. Sfy GLASS TYPES: AS/16"LAMI- 1/e"ANNEALED,...., 1/8"ANNEALED TEST REPORTS TABLE 4, B.5/i6"LAMI- 1/8"ANNEALE0,.090,7/8"HEAT STRENGTHENED FTL4647, 4648, 4723 a C. 5/16'LAMI- 1/B"HEAT STRENGTHENED,.090,1/8"HEgT STRENGTHENED FTL4647, 4648 D. 7/16" LAMI - 3H6" ANNEALED,...., 3/16"ANNEALED FTL46474648 E.7/16'LAMI- 3/16"ANNEALE0,.090 3/18"HEAT STRENGTHENED E FTL-0645 F.7l16"LAMI-3l16"HEAT STRENGTHENED,.090, 9/16"HEAT STRENGTHENED FTL-4645 G.13/18"LAMI IG-i""HEAT STRENGTHENED AIR SD`E,S/16"LAMI-1/8" ANNEALED,.090,1/8"ANN FTL-0695 FTL-0646, 4651, 4723 + H. 73/16"LAMI IG-1/8"HEAT STRENGTHENED, AIRSPACE 6/16"LAMI- 1/6"ANNEALE0,.0901W HEAT RENGTHENED FTL4546,4651 I. 13/16" LAM[ IG-1/8"HEAT STRENGTHENED, AIR"PACE, S/i6°LAMI- 1/8"HEAT STRENGTHENED,A9011W HEAT STRENGTHENED FTL4646,4651 J. 13/16" LAMI IG -1"" HEAT STRENGTHENED AIR SPACE, 7/i6" LAMI - 3/16"ANNEALED,.090 3/16" ANNEALED FTL-0649 465. K13/16"LAMIIG-1/8"HEAT STRENGTHENED,AIRSPACE,7/16'L... 3/16"ANNEALED,.090, 3/16'HEAT STRENGTHENED FTL-4649,4650 L13116"LAMI IG-1"" HEAT STRENGTHENED. AIRSPACE, 7/16"LAMI-3H6"HEATS,KtNUIHt-NED..C9U. 3/1V HEAT STRENGTHENED) FTL-0649, 4650 WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. P.O.80. i. NOKWI1 .FL.2. !e2 N7SJ 3 . 11 '0" MEETING RAIL °x° I MPmvt4 a mmPlYd¢ witb,6c DBeM¢�dd NOAd O SWe10¢4¢Ro4e 1m1 DY . RoSmEJw. W1 2 P.E. t swcwal 53 1/8' MAX WIDTH (ALL) 49 SW MAX. FIXED DL(ALL) � D� I SEE DLOf7O TABLE L D —J ]6 MAX HEIGHT SEE DLO TABLE (MAX) IL X 38 7/16' MAX SASH HEIG 481/4'MAX. VENT DLO (ALL) DETAIL A B—, SE T SEE 04 L L HEI HEIG � 28" SASH HEIGHT kX. -I SEE B_ DETAIL D VIEW (CUSTOM SASHZ NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. A 0 ]6' MAX. TABLE X SEE —IL DETAIL B ,' (STANDARD SASH) 1 I E� EE DLO TABLE O 76' HE I'LW I�ISiZd7 P... 90>ISM RofiowS.rG�ava C� VERTICAL DAYLIGHT OPENING FIXED LITE LOW DETAIL SILL HIGH SILL A 34 12" 34 3116' B 41518" 411/4" C 411/4' 40 7/8" D 52 5/8' 52 11/16" E 52 114" 525116 SASH DEigIL LOW SILL HIGH SILL A 39 12' 34 3/16' B 27 7/i6' 27 1/8' C 27 7/16' 27 1!e' D i6 3/8' 15 3/4' E 163/8' 153/4' TABLE 5. ING WINDOW, IMPA( o.- a - If 4040-20 APprme4 a mmSl]w9 •.i•h Re Dz+s flori4C D.a tt0A4 Msail nOvlio tiv4o[h rvl A� // RO LQm P.E PE R39)1] Sh Yuat OUTSIDE MF VENT DAYLIGHT 26 (SEE NOTE) INSIDE MAX. VENT DAYLIGHT 7. 8OR 1i BALANCE PARTS USED ON SASHS>40 LBS 1 ZS MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 9 $ 10 SECTION A -A OUTSIDE 1 25 23 BALANCE NSAjPARTS USED OS yO LBS a N ,NS�YEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED INSIDE FROM tACH SIDE OF VENT. v (LOW SILL) (SEE NOTE) ULTRALIFT LJ ONLY B-B ALTERNATE HIGH SILL DWN) 1010MCHNOLOG.y Dn P.OKO.HO FL 3U HOMIS.fL]t]1a HISSHEET Visibly BeDn OUTSIDE 1LUM. SINGLE HUNG Wi shooF----T- I Hal/ 1 5 a II SECTION C-C RADIUSTOP (HEAD DETAIL) APnru¢tN m eumlJyl� MN Ov ibHEvaWdla t Ou¢ NO O O14ml Dedv PmEv¢1 ttal e aAWE ut- RO Lan L. CI P.E. PEW91.] Saa ra F�2.784 rI 2.830 062 2.330 1.363 .062 O FLANGE FRAME HEAD L I' #4002A, 6063-T6 I- 2a64—( 1749 O3 FLANGE FRAME SILL (LOW) I i14003C, 6063-T6 2.710 1 1---1.513--1 738 .062 .062 .490 .04D } 1 SASH STOP SASH STOP COVER OFLANGE FRAME JAMB O aa0zs, sas3-T5 1 #4653, 60s3-T5 (USED AS RADIUS TOP HEAD) --�{ 1.342 2.326i jl—rli Ij�� I9 .062 > rznl 7.7I07 .062 > rznl .062 1 21 F(X 54AEso63Hs-TRAIL 23 SASH A o c, 6OPHRAIL#4028 69 FLANGE FRAME SILL (HIGH) 114050A, 6063-T6 68 SASH BOTTOM RAIL OIiGH) #4051 A. 6063-TS M 80%im ..I.. iL.2. SEALANT ALONG AT HEAD AND SILL VIEW D-D VIEW E-E (1/1 & VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.765 L-� 678 I 1.096 8GLAZING BEAD, 41 #4039B, 6063-T5 31 SASH SIDE RAIL 94008,6063-T5 oso .67a 7.096 1V1V1111�--lllSS-- {lllSS���� ING BEAD 7/16" 94222, 6063-T5 .0% II .—I 1.115-1 1 45 GLAZING BEAD, 7/16" 89B5C, 6063-T5 (USED W/ GRILL KIT) 050 678 1.096-1---I-T 42 GLAZING BEAD, 5/16" #40448, 6W3-T5 (USED W/ GRILL KIT) s1 osol TI---11.097 EXTRUSIONS & FRAME CORNER DET) ALUM. SINGLE HUNG WINDOW, IMPAC snmo Hall 7 . 11 0 -4040-20 PEnM,P.E PE83W13 � Stutlival 0 TYPES WIDTH TYPE 19118" ALLTYPES 7A" ALLTYPES 32" C,D,E,F,I,J,K,L A,B,G,H 37" C,D,E,F,I,J,KL A,B,G,H 40" C,D,E,F,I,J,KL A,B,G,H 44' A,B,G,H C,D,E,F,I,J, 48" A,B,G,H C,D,E,F,I,J, 53118" A,B,G,H HEAD- 1812'FROM CORNERS JAMBS ABOVE MEETING RAIL -1712" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -15" FROM BOTTOM CORNERS AND W BELOW 5/16" LAMI -(1W ANNEALED,.090,1/W HEATANNEALED)STRENGTHENED) 5/1fi"LAMI -(1/8"ANNEALED,.090,1/8°HEAT STRENGTHENED) V � 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8° HEAT STRENGTHENED) 7116" LAMI - (3/16" ANNEALED,.090, 3/16° ANNEALED) 7/16" LAMI-(3/16- ANNEALED,.090, 3/16" HEAT STRENGTHENED) 7116' LAMI-(3/16' HEAT STRENGTHENED,.090, 316- HEAT STRENGTHENED) 13/16" LAMI IG -11V HEAT STRENGTHENED, AIR SPACE, 5/16" LAM] - (1/8' ANNEALED,.090,1/8-ANNEALED) 13/16" LAMI IG -1/B" HEAT STRENGTHENED, AIR SPACE, 5/16" LAM] - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) 13/16" LAM[ IG -1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8° HEAT STRENGTHENED) 13/16" LAMI IG -1/8" HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - (W16" ANNEALED,.090, 3/16" ANNEALED) 13/16' LAMI IG -1W HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI-(3/16-ANNEALED,.090, 3/16- HEAT STRENGTHENED) NOKd.119,FLARS P.0.2 xlm NOKOMI9. FL 9Lb4 ANCHORAGE NOTES: 1. ANCHORTYPES: 1-1/4' ELCO TAPOONS 2-1/4' ELCO SS4 CRETEFLEX 3-N12 SCREWS 2. INSTALL 111 WINDOWS IN MIAMI-0ADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-0ADE COUNTY TO FULL DESIGN PRESSURE, USE 114- TAPCONS, 1/4- SS4 CRETE-FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR GLASS TYPE AAND ANCHOR TYPE I INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMB ABOVE MTG. RAIL JAMB BELOW.... RAIL 1LUM. SINGLE HUNG WINDOW, IMPAC n yr sN7an NTS 8 if 404020 AN^anuuanpWrQMNLIf FlaME Babb .�� Baa NO.VI O Mbw oauc PP4JM, n �iim1 �N Ro L.01 R1 PE W9712 SWcbrl ANCHORAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. SUBSTRATE: WINDOW HEIGHT ANCHORTYPES: 293/4" 1 38 318' 1 50518 1 63" 72,74.76" N O 3 ry O f 3 N z 0 O 3 N p �O� U N Z V ❑ m p 0.=3�� ❑ N O N U z ❑ U O ❑ N p .=3.=� U N y ❑ N O 3 ❑ N O �3 U N Z �� ❑ N O 3.=3�0 ❑ N O U N Z WINDOW GLASS WIDTH TYPE 1911B" ALLTYPES 1 1 1 III ill 1 1 1 1 1 1 1 t 2 t 1 1 1 1 211 211 t 1 2 2 212 2 1 3 2 2 2 2 1 C,D,E,F.1AYL 1 1 1 1 1 i 1 1 1 i t 1 1 Ill 2 t 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 1 3 2 212 2 2 3 2 3 2 212 24'• A,B,G,H 1 1 1 1 1 1 1 1 1 1 t 1 1 t 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 2 2 2 1 1 2 2 2 2 2 1 3 2 2 2 2 2 4 2 3 2 3 2 C,D,E,F,I,J.KL 1 1 1 32" 2 1 1 1 7 7 2 2 2 2 1 1 2 2 2 2 2 1 2 2 212 2 2 3 2 3 2 2 2 4 3 3 3 3 2 A,B,G,H 1 1 i 1 1 1 7 1 1 7 7 1 1 1 1 1 1 1 211 111 1 1 212 2 2 7 1 2 2 2 2 2 1 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 C,D,E,F,I,J,K,L 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 37" 212 1 t 1 1 212 212 211 212 1212 212 312 2 2 212 313 313 3 2 4 3 3 3 3 2 ABGH 1 1 1 2 1 1 2 1 2 1 2 2 1 2 1 1 1 1 1 2 2 1111 111 2 2 212 211 2121212 2 ;Q' 3 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 C,D,E,F.IAKL 2 2 2 2 2 2 2 1 241 2 2 2 2 2 2 2 2 2 2 40" 2 2 7 2 1 11 212 212 212 2 2 22 342 2 12 2 12 4 13 3 13 3 2 4 3 4 3 3 2 A,BGH 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 jj 1 2 2 2 2 2 2 2 2 2 X 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 C,D,E,F,I,J,KL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 312 2 2 - 2 3 1 2 2 2 4 3 3 3 3 2 5 4 4 3 3 3 44„ A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 3121212 2 3 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 C,D,E,F,LJ.KL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 48" 2 2 2 2 1 1 2 2 2 2 2 2 3 2 2 2 212 3 3 3 3 2 2 4 3 3 3 3 2 5 4 4 4 4 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 "2 22 2 2 2 2 2 2 2 3 2 2 2 2 2 3 21 2 212 3 C,D,EFI.A.KL 2 M 2 2 2 2 2 2 3,2 3 3 2 3 3 2 53118" 2 2 3 2 2 2 2 2 3 3 2 3 2 2 3 3 2 4 4 3 3 3 3 5 4 4 4 4 3A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2% 2 3, 2 2 2 2 3 3 3 3 3 2 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD- 18 1/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 1712" FROM TOP CORNERS AND 2512" O.C. JAMBS BELOW MEETING RAIL -15' FROM BOTTOM CORNERS AND 6" BELOW MEETING ANCHORS NOT REQUIRED IN SILL GLASS TYPES: A. 511V LAMI - (1/8" ANNEALED,.090,118" ANNEALED) B. S/16" LAM[ - (7/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16- LAM[ - (1/8' HEAT STRENGTHENED,.090,1/W HEAT STRENGTHENED) D. 7/16' LAMI - (3/16' ANNEALED,.D90, 3116" ANNEALED) E. 7116" LAMI - (3/16' ANNEALED,.090, 3/16' HEAT STRENGTHENED) F. 7116" LAM] - (311G' HEAT STRENGTHENED,.090, 3/16- HEAT STRENGTHENED) G. 13/16" LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (118" ANNEALED,.09D,1/B' ANNEALED) H. 13116" LAMI IG -1/8' HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI- (1/8' ANNEALED,.090,1/W HEAT STRENGTHENED) [. 13/16" LAMI IG -118' HEAT STRENGTHENED, AIRSPACE, 5/16' LAMI - (lW HEAT STRENGTHENED,.090,1/W HEAT STRENGTHENED) J. 1311V LAMI IS -1/8• HEAT STRENGTHENED, AIRSPACE. 711V LAMI - (3/16-ANNEALED,.090, WIS' ANNEALED) K 13116" LAMI IG -1A7' HEAT STRENGTHENED, AIRSPACE, 7/16' LAM[ - (WI6' ANNEALED,.090, W16' HEAT STRENGTHENED) L. 13/16" LAMI IG -1/8' HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3116" HEAT STRENGTHENED„090, 3116" HEAT STRENGTHENED) P.O. BOK 1529 NOHOM6. M.1 . 1. ANCHOR TYPES: 1 -1/4" ELCOTAPCONS 2-1/4' ELCO SS4 CRETE-FLEX 3 -#12 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI-DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI DADE COUNTY TO FULL DESIGN PRESSURE, USE 114• TAPCONS, 1/4-SS4 CRETE-FLEX, OR #12 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD 2 JAMB ABOVE MTG. RAIL -� 2 3 JAMB BELOW MTG. RNL SH7M NTS 1 9 • 11 1 4040-20 APP�umoyu*9n IIW4 Gb,:na_ BaaFg Cvyg D.N rvonx, nG.JQ, MhN DMefiv4 hot H7 IbWn L Ol . P.E. PE #39712 S..' ANCHORAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLES. SUBSTRATE: WINDOW HEIGHT ANCHORTYPES: 283-4' 38318" 44" 50518" 60",63" 72".74", 76" ❑ m ❑ Ng0g O NZ ❑ m ❑ Ng0g ❑ N2 ❑ mp0pNgO ❑ O N2 ❑ m$`$ ❑ Ng0 ❑ NZ1y0 ❑ ❑ Np0pNZ 0 ❑ ❑ ❑Nz 0 WINDOW GLASS WIDTH gOg .- U gOg U U ga U` U mpOpN u TYPE 5 S' 5 5 5$' S 5` 18118" D. E. F, J, K L 1 1 1 7 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 7 1 1 2 1 2 1 2 1 3 1 3 1 2 1 29' D. E. F. J,KL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 _jj 2 jj 2 jj 1 2 2 1 2 1 1 2 2 2 2 2 1 3 2 2 2 2 1 4 2 3 2 3 1 32" D. E, F. J, K. L 1 2 1 2 1 T2 1 2 1 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 4 2 3 2 3 2 5 2 4 2 3 2 37' D. E, F. J. K, L 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 7 2 1 2 1 2 2 2 1 21 2 2 2 2 2 112 312 212 212 412 312 312 512 412 4 2 40' D. E, F, J, K L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 7 2 2 2 1 2 1121212 2 2 2 2 31212121212 4 2 3 2 3 2 8 2 4 2 4 2 44" D, E. F. J. K, L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3 1 2 1 2 2 3 212 1121213 2 2 2 2 3 3 2 2 2 2 4 3 4 2 3 2 6 3 5 2 4 2 F L 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 113 1 3 1 2 213 213 1121213 2 3 212 313 213 212 5 3 4 3 3 2 9 3 5 3 4 2 D E J K 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 2 2 112 1 3 1 2 1 2 2 3 112 2 2 2 3 2 2 212 213 2 2 3 2 4 3 3 2 4 2 5 2 4 2 F. 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 3 3 - 2 1 3 1 3 1 2 2 3 2 3 2 2 2 3 2 3 212 313 -2 2 5 3 4 3 3 2 7 3 5 3 5 2 1M. D, E, J,K 2 2 2 2 2 2 3 3 2 2 3 3 2 3 2 2 1 3 1 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 1 3 2 4 3 4 3 3 2 6 3 4 2 4 2 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD -18 12" FROM CORNERS JAMBS ABOVE MEETING RAIL -1712" FROM TOP CORNERS AND 25 10 O.C. JAMBS BELOW MEETING RAIL -6" BELOW MEETING RAIL (15".MAX. FROM SO M CO 5) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D. 7/16' LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E 7/16" LAMI-(3/16" ANNEALED,.090, 3116" HEAT STRENGTHENED) F. 7/1V LAMI - (3116- HEAT STRENGTHENE0,.090, 3'i6" HEAT STRENGTHENED) J.13116"LAM I IG-1/8" HEAT STRENGTHENED. AIR SPACE. 7/1B'LAMI -(3/16" ANNEALED,.090, 3/16" EALED K.13/16"LAMI IG-1/8" HEAT STRENGTHEN ED, AIR SPACE, 7/16"LAMI -(3116" ANNEALED,.080, 3116-H TSTR THENED) L 13116" LAM( IG-118" HEAT STRENGTHENED. AIRSPACE. 7116"LAMI-3/16" HEATS TRENGTHENED,.',. MG" EAT STRENGTHENED) P.O. um 15n NOKOMIS.K.M I LUM. SINGLE HUNG W srros NTS 1 10 • 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2-1/4' ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI-DADE COUNTY PER TABLE B. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE Itr TAPCONS, 1/4' SS4 CRETE-FLEX OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE AAND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMBABOVEMTG. RAIL JAMB BELOW." ... RAIL 4040-20 Appored m mmd> by aI1E 14a David 1 Ursl0-1 in C DLe M1emIDWo BY �2 �6 ftaEM 939712 S k39TR P.E. WCW J CONCRETEANCHOR (SEE NOTE I) 2x WOODBUCK (SEE NOTE 3) (CONCRETE) MIN. OPTIONAL ix WOODBUCKO (SEE NOTE 3) 1I4' MAX SHIM (SEE NOTE 2) (WOOD) DETAIL A DETAIL B TYPICAL HEAD ANCHORAGE aEXTERIOR INTERIOR (BOTH HEAD DETAILS) 1/4' MAX. 1 1/4' SHIMI MIN., � II 11/n\Y� •r.�.. •. qin '— FH BELOW MEETING (SEE NOTE 1) • (CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C TYPICAL JAMB ANCHORAGE 10 INTERIOR (BOTH JAMB DETAILS) EXTERIOR v 1/4' 2x WOOD BUCK. (SEE NOTE 3) DETAIL D P.0. 00x 152E Na WS. 4 U 1/4' MAX SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAM4DADE COUNTY APPROVED I ELCO TAPCONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 212'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE Alt SCREWS, 1l4' TAPCONS OR 1/4' SS4 CRETE-FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 in' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-15 AND A MINIMUM OF 1/8'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. xQ 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS NOTE2) APv.^4u.1461e 1104 su�w. aw c �lJR6 au now - MIamI0aHP1o4eq Nol Bf m TAILS ` JNG WINDOW, IMPACT I. CI M PE 03V12 f7 + 11 4040-20 A Swmial 608/27/2008 10:22 7723344727 STUART PAINT SUPPLY PAGE e2/23 nay¢ar Industries Limited. - OTICE OF ACCEPTANCE: EVIDENCE 5UB p A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No 'W-110 Rev-2", titled "Double & Single LS 18 Outswing Commercial Oalvanueal or Stainless Steel Doors w/ 16 ga Steel fumes", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated 05/16/05& last revised on January 13, 2006, signed and sealed by Walter A. Tillit Jr„ P. E. E. TESTS.(trausfened from file # 05-0620.06) 1• Test reports an 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 (except sp# 7 louver) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FB , TAS 203-94 6) Forced Entry Test, per FBC 2411 . (b) and TAS 202-94 Along with marked -up drawings and installation dia ing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report N 2792 719-03 dated 07-I6 thru 08-18-2003 for specimen 1, 2, 3, 7 & 7EMB an ed by Vinu J. Abraham, 1 Note: The above test report has been revis with de um letters dated Dec 1, 04 and a revised marked -up drawing issued on 12- - -2 by Hurricane Testing Lab, signed and sealed by Vinu J. Abraham, P.B. C. CALCULATIONS: 1. Anchor Veri6 tions, complying W/ FBC-2004, dated 06-16-2005, prepared, signed d sealed by Walter A, Ttllit Jr., P. E. 2. Anchor Verification Calculations, dated 06-106-04 and revised on 12-10-04, prepared, signed and sealed by Walter A. Tillit Jr., P, E. (transferred from file # 05-0620.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 05-0620.06) 1. Tensile Test report No. Job# 0279-0719-03, dated March 02, 2004, issued•by Q C Metallurgical, Inc, per ASTME.8, signed & sealed by Frank E. Grate, P.E. 2. Notice of Acceptance No. 01.1108.09, issued to Apache Products Company for "EPS-expanded polystyrene Insulation", expiring on 01111/2007. F. STATEMENTS (transferred from file # 05-0620.06). 1. Statement letter of revision changes, dated January 12, 2006, signed by Walter A. Twit Jr., P. E. 2. Facsimile correspondence dated Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel iu lieu of Galvauneal Steel & BCCO response dated 11/23/05. haq L ehanda, P.F. Product Control. Examiner NOA No 06.0117.OX F.xpiratlon Date: April 07, 2010 E -1 Approval Date: February 16, 2006 103/27/2008 10:22 7723344727 STUART PAINT SUPPLY PAGE 03/23 Da bar Industries Limited. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED F. STATEMENTS (transferred from file # 05-0620.06) continue: I Statement letter of anchor verification compliance to FBC-2004, dated June 10, 2005, signed by Walter A. Twit Jr., P. E 4. Statement letter of conformance and "No financial interest", both dated June 09, 2004,- signed by Walter A TkUit Jr„ P. E: 5: Statement letter of compliance issued by hurricane Testing Laboratory LLC., as part of above referenced test report. G. OTHER I. Material properties data sheet of AXSI 304 Stainless Steel. 2. This NOA revises # 05.0620.06 (04-0818.02), exph•ing April 07, 2010. 3, Mauufactnrer/Distributor agreement between Daybar Indus - Ltd. & Daybar Southeast Service Centre, signed by respective offici 4. Revised marked -up drawings issued by test lab to la aq T chanda, P.E. Product COutml Examiner NOA No 06.0117.01 Expiration Date: April 07, 2010 E-2 Approval hate: February 16, 2006 SHEET ,#1 INDEX, COVER SHEET & GENERAL NOTES SHEET 02. ASSEMBLY ELEVATIONS No 1, 2, 3, SHEET #3 ASSEMBLY ELEVATIONS No 7, 7—EMS. SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. SHEET,.05 HORIZONTAL SECTIONS A —A & B-8; SHEET #a HORIZONTAL SECTIONS C—C & C'—C'. SHEET 07 VOCAL SECTIONS O—D, E. F, G, H, 1 AND HORIZONTAL SECTION J—J SHEET JB OAYBAR & AIR LOUVERS VISION LITE DETAILS. SHEET #9 FRAME SECTIONS, Sc REIWFORCINGS DETAILS AND THRESHOLD DETAIL SHEET 110 TYPICAL DOOR SECTION, 'T ASTRAGAL & ASA STRIKE REINFORCING SHEET #11 NUL ION INSTALLATION DETAILS. SHEET ,$12 SURFACE BOLT INSTALLATION AND DETAILS. SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL. DOOR SURFACE CLOSER REINFORCING. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. SHEET 114 DOOR SNAP 1.14 TOP CAP DETAILS. SHEET #T5 HINGE BAR REINFORCING FOR DOOR ANSI #AT 15.1 a86 MORTISE JOCK/RIM PANIC REINFORCING DOOR SURFACE BOLT REINFORCING.SHEET ,#16 ; 161 CYLINDRICAL LOCK AND OEAD BOLT REINFORCEMENT DETAIL. SHEET 117 ANCHOR DETAILS. SHEET lid ANCHOR SCHEDULE. WIRE ANCHOR DETAIL. 2 PIECE C0148INATION ANCHOR DETAIL EMA BUTTERFLY ANCHOR DETAIL, SHED ¢19 BILL OF MATERIALS. 1. OOa, P lE BTH.1E SERES LSia I USH/91B094E0 OUTSIMSO CONAIERWL STEEL DCCR WISERES AS- FRMIE, SHEFNN dN TN6 DFIO C AP^RWIL Emu,,,, ((P�. A O.)) HAS SEEN V Flm ECS MOE MwPIWRCE INACMIi4MNL'E WIN ME 2M4 EDRIGN CF THE FLORID, B121 M COOS, � "0 l L INSIDUED BEi DaERMM AqH ER SeMNN 192C CE THE ADM MENTIONED O%f 1EK BOWS AOEQWWY FOR "NO AND WPACF LCVO HMS BEEN 4EITRED M AOMR6WCE WITH 9MC H Wt.T.A CF THE AB WE 1TENRpK'D CME AS PER.PROTOMLS TA2-201, TAS-2O2 144"203 AS PER HR VH SEPORE T0279-0719-OD AND AS PER. SI.BIARFD STRODWRM. CACWA , FESFOWE➢ AS PER SECTION 1612 OF ME FLORIDA MAWO COOE. I. ALL, M&PONENTS SHu l BE M WEMIED ON APPdGSLE DETAL SHEETS AHO AT BBL OF WTEHW.S IVEET 193 OF id6 GRAWNG, J. MIIPLSWCE OF EOAej3 / r3GPE RlWRWWFS OF MM DOORS PER F34 TO BE DCMWINEO BY BERONO OFFINLS WE A CASE -BY- E OMM (ML7 �L� SERIES OR �nN REAS(ED MR NRmOYMa WOWW! &R AS TO DN 40014 "M W "I W D3TANLM STEM JOPONT MO Yoo 5A 1EN E SIREm TH. S ALL WDCRM TC MNFCRM 7FJARERIGN wEi.OiNO Soon LW.S. OAND D 0-19,0 REOUTAywa TENT EmvI ELECTRODES, M GLVµNE&L ANIERW. AW 'R/ILFgCL4 WE & soam Kim 0.1.E RFLULATMNS W/ E�w EIEOTHOOE9 (FU�) FOR SIUNLESS STEFI. MATEWL a. ALL ANCNDRs FOR Dom FINE fSP.RECRRL ro T.?14RN0 SRIUGNR6 SHNL BE A9 SPEGIFIm WA sE&=E a w W uWING. µCRWAS SPAG11003 WALL 9E AS PEH SCHEDWE ON SHEET 18 µO 11MMONS ON SHECr 2 & J OF C SEE SHEET 9. 3 & 7 MR TNREP1 ANCHORS. µO SHEET T 1 DCR .MULUCH ANCNDRS. (q THIS R25 �µm TT. M.DL. SHM SPACE M IN CAM ON SHEETS 5, a, 7 k T7 Of 19. A95EN9L1E9 ARE APPRQ.4D MR WATER µ0 Mfl a1FlL1MRW1 AS PER IEST.ALT RMIGTFD QN Ham 1. 191EO SEILWT a ALL ODOR FAME, THRESHOLD MO VI M LATE ooy t YTS INdGTLO ON MIL 9GCUYEM {{PAD.)) PRE PARED RE THIS ENGINEER Ls GENETIC AHD DOES Nor SITE SPECIFlC PROIEliI i.e. WERE ME SITE CO OMONS DEWTE FROM THE PAD. ONSIBLE FOR THE SE1FL=N. PUMMAeE µd HSFAL M DICUA M LRFE . GEO ON THIS PAD.. FROIDOI HE/SHE CITIES HOT OEIMTE FROM ME Ca om, ,9' MNSTRR.CMaN SMUT AT SITE IS ME MNNEACTOR'3 RESPO SIMUTY. oOWNENE (PAD.) TiLL BE MRS10&10 LNYMID IF ALTERED BY RV 4EAHS. NF 'HE Wn- SEAL µO %CMME OF ME PiCFESEMWL ENGINEER OF RECORD MAT WP BE PUM ON A READILY NSIBIE L MR EN W OPERIM NOEL SEW. HW AS FUUOWS: APPWZD, F.B.C. PRODUCTRTVOYn &..yy1D4.f�arlbW teRsaN F JeM.L ae.lr m N 'JESOfd1 PkLSANE MILfS mJ7 � i E mm V/ are• �rsw nv F -- + qq 'EM pu <n M �� ra• m-- tdlT-Qlt 9 V 9 >LLVIr�) Po NE fT1 Pfi i5 PSF mViWC{{ SQ[LE ➢[IQI V/ lYL SWFACC Bpi}$ IEGi1vE L YQ%E VSlS V/ F01R LRFK6 PRiS) POi1RVC K4 PiF f6VRIIVE �W RfF ASSEMBLY El FV6IIr1NQ # 2 & 3 SEE SECTIONS ON SHEETS S, 6 & 7 - - SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY CDMBINATIGNS. - WATVM F� t01( l"G IQA"lC -V% }11C 11WKL ImTs L ➢ORLE BOm V/ A 91ByL(8 Tb POIIIiYE +65 F fE6tiM -W nF orb a or Cr TENL fA Le' l FP YD -- �OmiMV]D1N Gl TQ ]Y MX 1 t !E' a uT 8 14 w 9® 1 4 �W F E © -m i� \ N J I"RIN£ v[enl N Tii�7��f ly,(y m Ni m N N ® y ¢tdaA LRE.f /RG POiM[iICG. J Fffi W11 T LMV Mil smYt I W N MUST iMVE JVL, �V W CQ(lIGT W r� Yl4Y SFEreEnVL,Qi., e/{9 p 7'. J 1 t49k $TJ J ggQ m .sy.x. O ill � M Z IDN!oF !Al16 !11FI c alB1 !n._. rc'f &` M.'ite£, Ay/ nc.1n eOl r C 0 rye..$�..S.UV_ F fY1XH PNFA. ill+an•,an -p { mltiSVIIfp 9RC,.E 11 j VlTtWi SlpFAC£ On.YYT 46S PSP TMM (OIITSHQlG YnE a tY M Y PATPAT gEG''pCE 130L7S) 'Ai ' a3.3 Pff PO$lTIYE rztin '� -sa.a P __ F.B,C. CHiah ASSEMBLY Ef EYLUONS#7 7 M SEE SECTIONS ON SHEET 7 SEE SHEET 3A FOR MAXIMUM DESIGN PRESSURE RATINU SCHEDULE FOR ASSEMBLY COMBINATIONS, CALYA101fLL OR !f/IIALt] SfIFl. vs' to AI(1[ o¢xwalE as SIM6LS[ zrcn. a� fY0 t� f 4ASm A eu DAYEAR®��ES LTD !!la CUR -o f'fit 301, tTt 0 Rl N W MAX, DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU 47-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE N (SEE ANCHOR SPECLFICATIONS AT JAMBS • ET L9) ASSEMBLY Rl ASSEMBLY rig ASSEMBLY R3 ASSEMBLY p7 ASSEMBLY 47 (SEE SHEET 2! (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3) (SEE SHEET 6 8.157" DIA.x9 I/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 7 2 PIECE CONBlNATICN STUD ANCHOR +65, -65 + 65, -65 +65. -53.3 +65, -53.3 (SEE DETAIL 2D/V) +65, -65 +65, -65 +65, -65 +65, -53.3 +65,.-53,3 8 EXISTING HASG, Y ANCHOR L E.NA. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +63, -53.3 +65, -53.3 g EXISTING W0011 BUCK ANCHOR W/WOOD SCREW LAG BOLT & E.M,A, (SEE ➢£TAIL 22A/17) t65 -65 *65, -65 +65, -65 +65, -52.3 +65. -53.3 9A EXISTING WO➢➢ BUCK ANCHOR . W/ STEEL CARRD4GE BOLT 6 E.M.A. (SEE DETAIL 22B/l7) - 5 +65, -65 +6% -65 +65, -53.3 +65, -32.3 911 CHANNEL IRON THROUGH BOLTING W/3 8" x 3 1/2' STEEL FLAT HIM MACHINE SCREW & A. (SEE DETAIL, 23A/17) + 2.3 +65, -533 +65, -53.3 +65, -53.3 +65, -52.2 9C CHANNEL IRON W/S/e' SDTCH WELD (SE, DETAIL 239/17) - + ,3 c �G% -52.3 +65, -53.3 +65, -53.3 +65, -53.3 >� NOTES EIN FRAME H AD RMQlREMrNTc ' L FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, rOD,q HEARS L 8 CONTINUOUSLY RETAINED BY EXISTING BUILDINGS W00➢ HEADER FOLLOWING DETAILS AS PER SECTION E, M. 2, FUR SINGLE S DOUBLE ➢IBIRS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SH BE �NTINUQUSLY WELBED TO EXISTING BUILDINGS STEEL FRAME NEARER FOLLOWING DETAILS AS PER SECTI 7 rxeeucrexvum & DETAIL 23H ON SIXET 17. a6�s.mdrrra 3, FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASCNRY BUILDINGS. BOOR HEADS NEE O BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. 4�n1 F.B.C. (High Velocity Hurricane OCR WIDTH I. :ETS <2 a 3) 4f0-1 23py t- I RT 10975 r-N Ejtl SN ].959 ou �= C. N xW N MAX. ODD.R WIDTH (SEE SHEETS (2 6 3) i) 0 1j N A y O J ij(Il�i�(f' aw �1 sw I I I f MAX. DOOR VI➢TH (SEE SHEETS (2 a 3) iS.Q40,0Fnn 24 af�' �37.i mw I3.0 HuNNti 21.50 15 11I—%0 5.0 MAX. Ec (SEE S MAX. VI➢LH (SEE SHEETS (2 a 33 —I 7.Q Q j� w tl II ® 13.0 +- ILL cn f- tl i 25.5N ®� �tl 13.0 �N y N ou a 13,0 ai N 13.0 ®® f]ETIONAL EMMSSED DOOR SLAB SHEET CQNFIGURATIQNS nvrEr F.B.C. EMBOSSED PAIRS PERMITTED !N SIKGLre SINGLES a PAIRS FOR H DESIGN SEMB PRESSURES NOTED FDR EACH ASSEMBLY iLis DI '—•s'i aun mnm a u �01 Mr 17.5 •- 23,0 3) 11337 y 3) 19,51 34.5t MAX (SEE SHEEETS (2DRH3) I I I• Q 2 pLEM l30 �.e 13.0 INN L13p �9.01-19.01- 4-1 MAX. DOOR VIDTH (SEE SHEETS (2 a 3) 00 IS Su '/ DOUBLE ROV OF SHEET it HITCH THRESHOLD EA II SUIT .MMRS, SEAL in: 2• SNS SEREVS av FRCH 11 ® CE SILIC61•E If CLEAR EM AND 4' DC, eV/0 INTERIOR SURFACE AFF 5 VEAFNER STI W(SEE DETAIL 29I7) 0.125• UP EXTERIOR 48' MAX DOOR WIDTH. HAX DDDR WIDTH � 100• HA%, FRAHE WIDTH i8' SECTION A —A SCALES 9/16`=1• , VAX. SHIM NOTCH THRESHOLD FA SIDE To O Y/ DOODLE ROW OF INT*CIV SUIT imaS• sm amHr vim /—�1/2` SAS SCREVS 81• FROH ®.GE SILICONE L CLEAR SEALANT Ego E40 AND 4' QC. ® V/ !! F® iSE,rt_ SURFACE APPLIED �% SWEATEERURFACE STRIP 1 DETAIL 22/I71 15 EXTERIOR 48' AAX. DOOR `JIDTN 8,125' •. 1R' DpOR `JTDiH " NCa' YAK, FRPNE WIDTH �gDR�,Hm b pbfn yNy �.aH. ro17.o/ SECTION B—B ""yalc $EPLFs F. SKEET G91 V/ DOUBLE ROW OF rxl SRS SCREWS BI' FROM £ACM END AND 4. D.C. NOTCH THRESHOLD EA. SIDE TO INTERIOR SUIT JAMBS, SEAL jQINT WITH SEE SHEET 17] ® GE. SILICONE II CLEAR SEALANT ow/0 a /'© /r �® tSEE SHEET ldl � WEATHER STRIP --- i—o.lzs• EXTERIOR 48' MAX. DOUR 'dIOTH dazs D' 100' HAX. F�VIOTN 48' MAX. ➢OQR WIDTH IQ SCALEi B%('5 1 1/8' MAX, _ stir" � ^ d5' v/ DGuBLE ROV OF ///2i' FRQa1 NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT W17H ®GE SiLIWNE It CLEAR SEALANT H E A 4' EI EACH END AND 4• Q,C, ®W% (o� ® tSEE SHEET IN TERIOR �.� 10)� SURFACE APPLIED 4EATHER STRIP � MAX, DOOR -IOd' MAX. FRANZ WIDTH— SECTmti r�—CT rru.E, ins•=1' '— j/3�as HAX. DOOR F 9Q or (SEE SIN I ASSEMBLY Al [/2' HIM GYPS[ SEE WJLUCU INSTALLATION SHEET -M REY64D LINE POURED 3l ® GE SILICCNE 1`1 CENOCDRETE Q:qX' CLE0.R SEALANT SECTION D—➢D—➢ & SI4F1 E DDC4 nnr fN T NFrD NL_I OIL LATCH nVTO Q 1 F RP SCALE-- 3/64•=L' 2-2'x4' 1 PLATE ER m 1/4' N SHIM M - '1 �� l Will �� „- \ y mI" �dij m. 'f AS S£C CAT BI SECTION FI SCALE 3/16'=I' DOUBLE ROV OT NOTCH THRESHOLD £A. S10E TO SOS SCR I' SEAL CEARSEALNT END AND 4- O, C. GE TIUCONE I TiLH ®9 AN ® "/ I (IHTE.QIDR WE�ATHHER STRIP II DETAIL 23A/17 . RIDR . . J ® RETAIL 23B/I7— �• 36' MAX, DOOR WIDTH 0.125 40' MAX. FRAME WI➢TH. SECTION J—J I14-STEEL /Tnla B= CESIGPED FO SCALE[ 3/16•=1' WIUM [YFICIAL POURED CONCRETE' Q REO'0. 2I E 20 2 N 1-24x1-tl2' oc - U-BOLTS i � � o e 10'� C4 MAX, CI R£ SECTIONI F u m < D m m H N w 1.835 —' O.S. 23 .097 ZO GAGE EXTERIOR A N I LOET. D1 L.063 Q63 1.757 _f IS. DIM 1.75 GE S2 CONT. r—DOOF CONE H CL6AR SFAIANT ALL AROUND EXTERIOR ,nm'' 1/2" x 5/8" 20 GA, GALVANIZED COLD ROLLED STEER. GLASS STOP 1/2" x 5/8" 20 GA. GALVANIZED COLD ROLLED STEEL GLAZING BEAD 3/8" GE LEXAN 99S DOW CORNING UCTURAL SILICONE SEALANT, ALL AROUND EACH SIDE wE H. INTERIOR CUTOUT Sff ELEVATION FOR DESIGN PRESSURE O SHEET2&3 MANUFACTURED BY DAYBAR INDUSTRIES, LTD. 3/8' GE LEXAN rl AZ1dQ TCTATI MATERIAL SPECIFICATIONS: 6 SCREWS 20 GAGE CRS FRAME W/ A MINERAL PER LITE BRONZE BAKED ON POWDER COAT. ` II II 2.20 I T GE SILICONE II 19 1.75 E 1/2" THICK CLEAR SEALANT _LEXAN SHEET ALL AROUN ,70 S4e EACH SIDE r 11 a c y � a e INTERIOR ��— 1Z 131 0OX7/B" F.H Y' B SCREWS 10 GE i/2" T11IIX PHTLUPS PER L LEXAN SHEET HD S.M.S. 0 •63 4fi EXTERIOR PER KIT ELEVATION '' 30 99SDOW 1/2' GE LEXAN CORNING STRUCTURAL A IN . DUAI SILICONE SEALANT, iI I ALL AROUND EACH SIDE I SEE ELEVATION FOR J 3 DESIGN PRESSURE _i•ort.a,. .r►B.■r.u. ON SHEET 2 & 3 Aran... ell -oR (S VLF— —I VISION I TTFS 1/2' XAN n A7Fn MANUFACTURED BY AIR LOUVERS, INC. FAC, <High VC10C[tY Hurricane Zone) . Om,aan ra z..®.a ueii a mn3 sa uia a a a,wn euvuarn as meant s IMR xlamas '.a• la arat 6LLWMrFJ1 w BAaaa9s s,m. r ■i i AR IN •a LTD DAYBAR INDUSTRIES LTD EL�FECOIee. "a. rA�rr tuna a m.,meer aww - G —Ito >3106 •:••:b'>Dyyd��~`��/�,+7 3i"� � m, m n.m_ .m.a, m-"n. w.® r •vm�am oil tLQULQA MITMATERIAL. EAhGHINiMM97 C AT FRAM MK) CALVAMEAL OR STAINLESS STEEL ATTAChE➢ V/(Z) U345 MIC WrLOS ME/EHD. I!g ME CE STRIKE REINEORCIN . e• L DIE MITERED CMHER Ca4r. WELDED INSIDE FACES a AT RETURNS E. CAULR CLL4PL INSIDE CORNER WITH Es SILIC➢NE IT 1 •• _ I �1' DD'\. 3 �ali • 1 1 \ 1 \ C Q `0 Rnt STAINLESS STEEL Le® t' amy) 2 a � avm ar $ n4mt 0 MATERIAL 12 MI GAME uno NMUM STEEL rdLVMNEAL, OR sTA1M,Es3 STEEL Q 4 7/8' STRIKE REINFORCEMENT FOR FRAM DETAIL ATTACTEU W/CO 3/LG- a PRO.BETLON WELDS. OA50 tlTCI R aen� a twn ® o . Y SCREW ATTACHED TO SMIRK J B W/ (3) La• a . PBBJE rf YELLS. ® OPTIONAL HEAD SECTION 0*44. . FRAME SECTI❑NS AND REINFORCING DETAILS / 111.lECo MiU FAW .� A5—no uaraa w DE. (2) SOS 15 9f ACTRAf:AI DETAI L HATERIAL . U75• THICK GALVANAEAL STEEL CR STARILESS STEEL O �jv/ (2>■Iazl• FM S➢S SPACED y/ ME -�.—i TFRIO DOOR FRONT 11R VI➢E'SIDE V/ _ T R AS PER tSCETI DETAIL LO75 1.75 65 GASKET GASKET N3/8' z /e' j + NTERIM DOOR HACK OR NARROV SIDE 'K2-3/4' DEAD STRIKE BOTH DOOR E S NAi£R1AL 1/9' IN 2- BEV£L BILL OF MATERIAL LOCXSEAM FILLED WITH HELHIPRENE 9 C0323-1 ' ' ADHESIVE -SEALANT TYPICAL RO TIUN THRU DOOR STRIKE 9.R32 0 a W ° C D 0.123 IBM • A B975 5.594 2463 12GA ALV AL A � 2(1D OR E 3.375 a38 S i.B75 H STRIKE RE1NF0 EN • v9°9LYr9eypm -ZI 3a1/8' PR JEC WELD EACH SI �ww�s� QM12-2i xepr .94 .° C ° APPED HOLES FOR -O 4 A.S.A. STRIKE qW� { Y.312 t'R�hIVA T16AG A VANN A Ob87 T OR STAINLESS STE DETAIL ASA 1299 STRIKE REINFORCEMENT FOR ASTRAGAL F.B.C. _(High Velocity Hurricane Zone) t9 00481[NCUa X •MRf � vwn - 6 EIFR �T LTD A D n m n N W �NeLIDN Hp(N u iAK A = CiGYC B SfE.Fi VON MERIN ULLENnUOR MULLION INSTALLA711IN F.B.G < ar la e�ci DAY 3.61 1 %axo 1 1 Fif44G 4fiCL E%TCRIOR RUMN llirm YY [\\�/�1�]1 EXTER10R 3.0 j j 1 i 1 �.iLWEII an/Iw . morns sA Imunv se v/ 3/V nc SECTM fFAYI (Dor w SEE DETAIL C./ SURF - BD T ITiCTA ATITIN AT ➢OGR V/ ASTRAT'AI (TAT RTUR VIFV) NOTE. SURFACE DOLT 4A'NFACTJRER-4AOER NEWEL a275D MATERIAL -STEEL FINISH U325D 21 8" #2758 'HAGER SURFACE BOLT EXTERIOR /,Z, n 0b6 a rc W W 1/2' INRU DOLT e io• 4AX.- ll \ a f 1 J J N 410-24 X 1-1/2 w A J J 1n 114-24 X 1-1/Z C - OLTS A t � Z 1 O :+• < t vela FOR SPOT VELDS STYP.) TYP. —VARIES VM ➢DDR WIDTH A0570 HIM 0zen N m q +-3,8125 ELEVATION 3 - 7OBR4 X 0.e730 OHRDL477 3.0000 IJ L0000 NATFRIA . 15 GAME te067) "MDOW GALVAAI&AL STEEL D,R STARLESS STEEL EINFORCENENT CL TO DOOR AT TCP DOOR SURFACE CLOSER & END CHANNEL ASSEMBLY CTI13 3D VIEW t' 144 GAUGE 4e074) L0.4INA TED 17 EACH fACE DF QGIlG HINPAY CALVANNEAL OR STAINL£ W Q1NIACT A➢HESNE UIELHINWO e326-R AT HDOZ EECB ME LOP 1N0 CHANNEL 25 DOOR SURFACE CLOSER REINFORCEMENT DETAIL F.B.C. (High Veloc m®wm.n L.amq DoueLLtsxRLH >® u)e CNYYIHfI6 elt ]L.IMIiIS S1C OLLYUMfA4 ra s Nt9M p9[E t tltll M DAYDAR INDUBTR �m •AIIFBf RLO1 A L y In y I c= �L.650' 0 6 DETAIL A SNAP IN CHANN I 'P O }} EXACT 35.750' FOR 36' D19GIR WIDTH t — EXACT 47,750' FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) STANDARD TOP CAP WiRRLAU 2U GA iiRLVpNYEAt STEEL AST& 0..65J. A-61 ER 9iAE�LCSS STEEL f•[R fdTlT PIECES. ttLL,{i?MPIMCA [(A'ANa P. Easni CAMIK ?RESSi1T AM TA < V_L DET TOP CAP ASSEMBLY (ISOMETRIC) (SNAP IN CHANNEL WITH T13P CAP) 5� 50' TOP PLATE FOR 36' DOOR WIDTH .750' TOP PLATE FOR 48• DOOR WITH - (VARIES WITH DOOR WIDTH) 34A25' SNAP IN CHANNEL FOR 36' DDOR WIDTH 4b,125• SNAP IN CHANNEL OR 48' DOOR WIDTH CHANNEL AND CAP PLATE' ARE RESISTANCE SPOTWEL➢ED . RI COMMON CENTER LINE. (4 - 5 PLACES) D, F.B.C. (.lee g313 � S0 e.Gea 812-84 SC1YW (3 DOOR EDGE 11E MOUNTING TAB 14 GA (g874) MIN GALVANNEAL STEEL OR STAINLESS STEEL .GAGE 34 (4A74) flIN(MUM RP REINFORCING SAME AS a86. LESS LOCK CLIP !. KAJNTING TABS. GL(IE W /COMTACT ADHESIVE TO DOOR FACE LECK CLIP-18GA 411.045) MIN. ONLY VALID FOR ASSEMBLY WHERE A.PPUCABLE LEVATICIN rLHIy MATERIAf I ALL GALVANNEAL STEEL OR ® STAINLESS STEEL I.M /RIM PANIC 1 REINFflRCIN[ VIEW % PLAN 3D VIEW 21 1/2, HI a REINFORCING FOR DOOR MATERIAL+ e GAt4E GALVANNEAL STEEL OR STAINLESS STEEL rmaU1:rmism 4"p �tw &Hunk AMw... ,oll cl _ •wn.n. Af f.liC, (High Velocity Hurricane Zone .0 zw MIA n arm 4 V•N m " R•4Y4S, 9 OWII MJ1t�rtL� Y�I[ %S' fi 4 4YVL9iAL 4R if)IMU]4lRfL F1VII f DAYBAR_IMULITRIES.LTD wa 05-11a ® , 11 -4— 1 N 0 [II ^ REINED LING LUDP BARREL SUPPORT M 2.b32 0 2.64 I I v cn o D m I o lu MAT: 0.035 SATIN COATS STEEL OR STAINLESS ST T_" N �o��� TO SUIT 8/32UNC o THREAD #161 EDGE REINFORCING MAT: 0.078 SATINCOAT STEEL OR STAINLESS STEEL SECTI❑N THROUGH EDGE REINFORCING o —VIEW X. m N d -j 0.712 f--- REINFORCING LGOP MAT: 0.035 SATIN COAT STEEL OR STAINLESS STEEL `_(4) 1/16'0 PROJECTION WELDS z4 #161 CYLINDRICAL L©CK AND DEAD B❑LT 'REINFORCEMENT- DETAIL _ F.B.C. (High Velocit Hu oYm �.00�.m a uuo W,VLM2LL YR SYINIfSI 1RII oml T YY 16 RM[ GLriR1611. OR 911YRh4 IL EAMR �miRMTRIES L' E`Cflexa. >� •—> ®x..-mammas ��.b�l:,,.��, l3�rrS MR:�t' »® IM61 t1 / NIl7 .= W. N , J N POURED CCONCRET REQUIRED ro DE KCIDO CWDLE 2'xe' VDDO STUDY - REDUw@ TO 9E WOOD DODDt2 SA10D SN09 m WALL REDDLCC% OR6T+7F0 CONCRETE . W/ 0 4 p.59 tu11E0 Ta M EHCAgEIHD RE46 W/ C — p4S NA[iE0 ro S SNCArND10 I&ri'0, m CRACK WAL flFD'0. MeM (SPEaFiC CR My) MAN- 1/9' CCU. CIElY;o MAN. V1• �' SHLAX Sp SMIH SPACE SHIM SPACE .NVOp C=T+=9fEET f8) CS� xT 8 � (sESHEET ta) m 1.540➢GfIOUT N a' SPOT — SPOT SPOT .a WELDS WELDS J 4. - O O - O N .: G a 3• N[N W. � ' ER � p 1 1 U3 uve D e c " -• - IA 00"IM CCSIIYIIIOU9 GLL EGMRajon MLK J - SR:15 (TIP.} 2114 1 TH SIDDES�mp.) U� $ICE9 (I1P.) SIDES (ryp f J 4' NIN—� NGR{M MIM r— JpM 31W . 3' TAT EF StEiZ 3' 3/9• X A. 1100 3' 3/6'-16 x 6' STEEL AYE A fl4R N.L•9MRi rIPE V TIIRIr. NCRTAA 2 I/{' "LV. EYApBl4T1. SCREW LAG BOLT W/ TAGS BDLT RUT AND VASKER. 8MRS l NIB; ALL ,'/AI0$ f SCUD K GROUT PER ,'WI wsTv u78 a/ arL CDKPBEssml STRE'RNH I1�TTAIL #22A OF 3.5 Kai IsEE SM2T 18) DETAIL #22 INSTAL*L�i1'IION [IF 3/81¢ L6mQ DETAIL #22B " DUAIL # SCREW ISYAW= IC3�! FRAM WA INSTA OF 3/8'9 C RA RIAGE WIRE AN "FIOR (6 SLEEVE ANCHORS 8 Zp " BOLT TO WOOD FRAME WAF fc INSTALLATION TD MASONRY WALLS xaz 1/4• D ALL ARau"a MASONR_ Y WA -I C mm DOUBLE 2'.4• WOOD SHL4 SPACE STIUUCNA: STIR RO T 8 / FKE 3 12' O.C, NID m SEVRII �, $/�DUAY RE410 W/ D + 654 \.:Eram144NfY} CMHINFl. W/ wIN. Ill AROLIYD (11 -4 �.ffi0-1 -. 'N$0 0/a' TMEK WED J MRR OR © D 1.BT5— �/ 8O SPOT Z�1 ^ VELDS *"HEL, W/ xpl 0 o 1/4 1"CK ri® TOP"B MOM " Ii4MInwLLLY� � - IMPtL4'TEe< a�uwy�w�ft�4FYwi Bdr{Clnll AT {II' 0. C. AT NF.1D } GE 51l- HE 9.In P" mP G� 16230 DETAIL #236 DETAn #2 tp INSTALLATION [tF". 1AHB 1 jQ® 1pb2s� .BT50 E,H, KS• '" < a COD m Uim 1NEMI Kw. (_� sxEar 9 ° ANCHOR 1e) SEE SCHEDULE DETAILSI ON SHEET 18 F.B.C. - Mi h Velocity Hurricane Zone) R{. MOO PENEIRAI!pI CUPIH STUD F.M. 9CRflv5 AKCN Il'uat.¢Y'lA� U ME 4 PER ANCx m AMCN PGR (SEE ST1ET IB) /yam a .��4A 09 f1u<Als 11[IL Y 9M1 119' LDl. CYPStnI MV1 B DR PLYR) MU�C � A 91Chi'°'"`nP' DAYDpR��U DIES LTD RETAIL #20 `�" g fL ECOiws. uR IUMLLILIM.LF 2 PIECE COMBINATION L STLfD AKHU9 7 INTO WOOD FRAME WA C D m 170 t9 Gi m N N w © W(RE ANCHOR FOR DETAIL #21/17 STEEL 'ACRE P HORS (0.157' OIA, 9 1/2' LONG) IN NORR. Fu Min.-05.0 %si, FT Mi1.-/0.2 Nei LEAF TO SNAP "UIW PIECE h NAP R PIECE iPIECE N 3/32 _Jv/g HOLES n� r0 GGEERpif�v AP ,y TIPPAN Ei;)PIECE .. �1 4� 3i4 6 n FMA BUTTERFLY ANCHOR (PART #PTI-OCA) FOR II S /17, 2?A_ IMZ3/f7 & 22A/17 a NATERTAI_. 10 aA SATIN COAT �0 AAnaUCf SAT 7O2 2I OMBINATION fT D Arai. ANCHITR FOR DFTAI # 0/E7 m� CLPIN STIM NNS[GR WIkRRt " GIICS ]0 ((ORASI L9111 A-Q6S, A-60 G4.V7tiNFAIFD 50IL P1Jfa F.B.C, (High Velocity Hurricane Zane', • .. 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(High Velocity Hurricone Zone) al Tc.Il T'+f sra[ra[A �� M c•�tc�LL •� is nl� a iT�f i�oP nuu s !f[¢ mul mt >m a u la DAY DAYBARm N�DUbS"I�ES LTD LTD - LmWG atvm [ 0-110 a.c nm U N le lJ N C —I I> D C u { D m od,�E8��oSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: 'L.X ]New System [- ]Existing System [ ]Holding Tank [�^ ]Repair [ ]Abandonment [ ]Temporary APPLICANT: Guettler Bros. Construction AGENT: PROPERTY STREET ADDRESS: Orange Ave Fort Pierce FL 34945 LOT: 1 BLOCK: D PROPERTY ID #: --- 5dM 17 to CENTRAX #: 56-SF-09035 DATE PAID: FEE PAID $ RECEIPT OSTDSNBR : 06-0430- -N Innovative Other SUBDIVISION: Carboy Industrial Pa [Section/Township/Range/Parcel No.] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MO)IffFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT D EXEMPT THE APPLICANT FROM ` COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTIN�R U FOR PROPERTY DEVELOPMENT. - SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ] Gallons SEPTIC TANK 150 A [ 0 ]Gallons N [ 0 )GALLONS GREASE INTERC -VTO PAC(fy"#'Y K [ 0 ] GALLONS DOSING TANK CAPE0 D R A I N F I E L D MULTI-CHAMBERED/IN SERIES: [Y ] MULTI-CHAMBERED/IN SERIES: [Y ] ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ 615 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM ! fI Y'�] [ 0 ] SQUARE FEET SYSTEM ! 1� TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ Y ]BED At COW -i9 yWM10y] [ Y ]MOUND [ N ] _ [ N ] LOCATION TO BENCHMARK: Nail In North Edge of Pavement (See Site Plan)- ELEVATION OF PROPOSED SYSTEM SITE [ ] [ INCHES ] [ BELOW ] BENCHMARK/REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 5.0 ] [ INCHES ] [ BELOW ] BENCHMARK/REFERENCE POINT FILL REQUIRED:( 34.0 ]INCHES EXCAVATION REQUIRE➢: [ 84.0 ] INCHES The licensed contractor installing the system is responsible for insta i category of tank in accordance with s. 64E-6.013(3)(f), FAC. Building plumbing stubout invert to be 7 inches above benchmark. �. Excavate 43'x17'x7' deep. M;as� obtain water system approval prior to final. �Il l SPECIFICATIONS BY: DUNCAN, JAMES APPROVED BY: DATE ISSUED: 11/2/06 TITLE: TITLE: Environmental Spec St. Lucie CHD :ry EXPIRATION DATE: 5/2/08 7H 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744-001-4016-0) [oscas coot cols-il Paqe 1 of 2 oF� - = n < 5 .H .. APPLICATION FOR: [ New System [ ] Repair . APPLICANT: AGENT: STATE OF FLORIDA PERMIT �I��(,d �✓ DEPARTMENT OF HEALTH # DATE PAID % ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT - FEE PAID $ Authority: Chapter 381, FS 5 Chapter IOD-6,' RECEIPT # FAC [ ] Existing System [ ) Holding Tank ( ] Temporary/Experimental [ ] Abandonment [ ] Other(Specify) A MAILING ADDRESS: `[, nx TELEPHONE: I-1Z -gfplI � TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT, ATTACH BUILDING PLAN AND TO-SCA SITE -PLAN -SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER 1OD-6, FLORIDA ADMINISTRATIVE CODE. __ _ PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED ! LOT: 1 BLOCK: "� SUBDIVISION: PROPERTY ID' #: lb -OCOA'�1 PROPERTY SIZE: g'Z'0S ACRES [Sgft/ PROPERTY STREET ADDRESS: DIRECTIONS TO PROPERTY: y LEGAL DESCRIPTION OR DEE " Jf'tV"K DATE OF mm SUBDIVISION: i�h.i /Range/Parcel No. ] ZONING: 1L—Gc WATER SUPPLY: [hil PRIVA=- [ ] PURL. BUILDING INFORMATION [ ] RESIDENTIAL [-%�<j COMMERCIAL Unit Type of No, of Building # Persons Business Activity Bedrooms Area Sgft Served For Commercial Only 2 3 4 [ ] Garbage Grinders/Disposals [ ] Spas/Hot Tubs [ ] Floor E [ ] Ultra -low Volume Flush Toilets / 4nipment Drains [ ] Other (Specify) APPLICANT'S SIGNATURE: DATE: dH 401S, 10/96 (Replaces HRS-H Form 4015 [Pagel) which maybe used) (Stock Humber: s744-o01-4o1s-1) Page 1 of 3 STATE OF FLORIDA CENTRAX #: 56-SF-09035 1EPARTMENT OF HEALTH + Y'Q ONSITE SEWAGE DISPOSAL SYSTEM OSTDSNBR 06-0430-N SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Guettler Bros. Construction LL -AGENT: LOT: 1 BLOCK: D SUBDIVISION: Carboy Industrial Pa ID#: --- TO•BE COMPLETED BY ENGINEER, Mal RE rSTRATION HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S -PROVIDE NUMBER AND STCnT aNn SEAL EACH PACE (1E CQMPLRIE ALI, ITEMS PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.83 ACRES TOTAL ESTIMATED SEWAGE FLOW: 445 GALLONS PER DAY [64E-6, TABLE 11 AUTHORIZED SEWAGE FLOW: 1245 GALLONS PER DAY [1500GPD/ACRE OR 2500GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: 1786 SQFT UNOBSTRUCTED AREA REQUIRED: 1369 SQFT BENCHMARK/REFERENCE POINT LOCATION: Nail In ELEVATION OF PROPOSED SYSTEM SITE IS 21.00 of Pavement (See Site THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: '75 FT DITCHES/SWALES: 15 FT NO LY WET? [ ]YES [ X ]NO WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: NON -POTABLE: so BUILDING FOUNDATIONS: 10 FT PROPERTY LINES: 10 T LE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NQ� 10 E FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT _MVD IIdC ® ELEVATION: 0 FT NGVb -_ SOIL PROFILE INFORMATION SITE 1 Munsell #/Color Texture PIN 3OVR-r/1_GV Einp Sand O Mo r _10VR-9/1-ry Einp Sand f, t0 17 10VR-S/4_V RN Sancljr 0I ay 17 to 77 t0 to to to to USDA SOIL SERIES: 55 Winder Loamy SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture Depth _10VR_S/1_qY Fine Sand 0 t0 inyp-6/1_oy EA np Sand f. to 17 10VR-S/4-V RN San (11a 12 t0 - t0 USDA SOIL SERIES: to t0 to OBSERVED WATER TABLE: 72.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ` ESTIMATED WET SEASON WATER TABLE ELEVATION: 8.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 8.0 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Fine Sand/0.65 DEPTH OF EXCAVATION:84.0 DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY:, JAMES DUNCAN )H 4015, 03/97 (Obsoletes previous editions which may not be used) (Stack Number: 5744-003-4015-1) [ostds eval 4015-3] DATE: 1111106 INCHES i Page 3 of 3 ;1 V'I v(I STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT �I I / _ I [ SICn ' /< ;n:) r L(-C AGENT: J's QI1['Y SO S LOT: 1 BLOCK: SUBDIVISION: CA-r"-y frt�tl57izI.CL F-AKK rlrr_ OBI, PROPERTY ID #: Z,417 r✓0 0- o0 16 DGo-� [Section/Township/Range/Parcel No. or Tax ID Numk TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S M PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. ----------------------------------- --------------------------- - - ----------------------------------------------------------- PROPERTY SIZE CONFORMS TO SITE PLAN: L�%-f YES [ ] NO NET USABLE AREA AVAILABLE: O.H TOTAL ESTIMATED SEWAGE FLOW.-?�dF� AC GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE UNOBSTRUCTED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE:--(-j1 SQFT UNOBSTRUCTED AREA REQUIRED: Si BENCHMARK/REFERENCE POINT LOCATION: �� �p(L.n.�. 'E E]h,EVATION OF PROPOSED SYSTEM SITE IS [INCHESFT [ABOVE / ] /BYY LOW] BENC C/REFERENCE PO) THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PRC SURFACE WATER: -75_ FT DITCHES/SWALES: WELLS: PUBLIC: % FT LIMITED USE: lO� BUILDING FOUNDATIONS: FT PROPERTYRI NES• SITE SUBJECT TO FREQUENT FLOODING:[ ] NO 10 YEAR FLOOD ELEVATION FOR SITE FT MSL/NGVD SOIL PROFILE INFORMATION SI PERMIT # , SEM TO THE FOLLOWING FEATURES .T NORMALLY WET? [ ] YES ki ' �CL FT NON -POTABLE: FjC> FT POTABLE WATER LINES: �_ P .10 YEAR FLOODING? [ ] YES [ I, SITE ELEVATION: FT MSL/NG TE i '�A SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture Depth to to to to to to to to USDA SOIL SERIES: Munsell #/Color Texture _ Depth to to USDA SOIL SERIES. to to to to to to OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT .ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ ABOVE / BELOW ] EXISTING GRADE -HIGH WATER TABLE VEGETATION: ( ] YES [ ] NO A MOTTLING: [ ] YES [ ] NO DEPTH: INCHE •SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: -DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: DEPTH OF EXCAVATION: INCHE [ -]OTHER (SPECIFY) DATE OH 4015. 10196 (Ropleeos HRS-H Form 4015 (Page 31 which may be used) Page 3 of (Shock Number. 5744.0033-4015-11 of STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL ❑ Southwest rT ❑ Northwest THIS FORM MUSTBE FILLED OUT COMPLETELY. ' +� ❑ St Johns River The waterwellcontradorisresponsi5le forcomplelinglltis +d.nO�D Mgt- ❑ South Flcr'da form andfonvarding the permit to the appropriate delegated D Strwanne=_River counfywhereapplimble. CHECK BOX FCR APPROPRIATE DISTRICT 2. A License Permit No. Septic No. 62-524 well D cupf -up Application No. f,/ - %-J J t"J L2 o'- -7`/ 4. _%of %cf Section_ Address ( �asn (=swan ` �� _��{� j'i ��Cj 7 ' (Indicate Well on Chart) /� ( 5. Township Range City S_:e Zip B. S'f WCte- I CR �/rlGris a P.�tilI I I Z I 6A)ii. County SN.�.�.:s:cn Name Lot Block Unit 7. Number ti proposed wells Check the use of well: _ Irrigation (Business) Public Water Supply (Business) Distance from septic system 00 ft. Distance from four Estimated start of constru ° date Plur 8. Application for: N_- w Construction Abandonment (Reason for abandonment 9. Estimated: Well Screen Interval fr( Casing Diameter_ _ Domestic (Res. me) _ Monitor _ Irrigation (Residential) List Otfier:.I 10. If applicable: Proposed From Tto Seal Material �• , Grouting Interval Fm meZZ* to 17 S Seal Material m Frcto Seal Material 11. Telescope Casing _ or fir. one) Diamele Blk-Steel / Galvanized / PVC 0 (speci 12. Method of Construction: otery Cable Too — l Combination Auger _ Other 13. Indicate total No. of wells on site List No. of unused wells on site 14. Is this well or any other well orvr_'_ ,W: `,drewal on the owners contiguous property covered under a ConsumptiverWater Use Permit (CUP""NP)or CUPAVUP A/{QQplicat�oojtn?_ND _Yes (Ifyes, complete the following) CUPrZPNo.,6fo- District well ID No. Latitude Longitude Data obtained from GPS_ or map_ cc surrey _(map daWm NAD 27 NAO 83_ 1 jescription of facility Sewer —Septic Approval Stamp [)raw a map ctwa llocation and kcssals well sde with wW.Identifykacvr Roads andfandmAs, provide distances between we] and landmerc' West 1( 06 15. 1 herebycertify thatan9 mmPlyw�"M Me ir_esCTCe 40, Pcrda4dmiitlaMe Cede. ICar* Oat Ian Me emdtheplepedy, hat Me information W. ed 11 xivmte, ao -AIam aware fm, and that a wateruse pemdlor aNfidalreCay.. y_-3,/r¢eRd,bazbeai rwl be rNanal resfrnvt�Sa�derQzrM377, Fada Statutes, to maintain a propel garkm ps eta, I ratify Maa, laa - prior to mmmencereenefwell mnshuein lSr;exYy Mal a7 infamafian pcv2edm Mis Me agwt6r Ye owner, Mal M¢mkrratcn pmaided is acu2le.andMatlhauet.SarC:¢mwtaofhis:e- appriCdllCnL4aCCn218a11jMd1Iw'O CbUnrreca(�pe215om CMRf1FCPl31. yd'e•a1WJ GOVammeno, d Wleable. l agree to pm-ar apreym reW 0 to CBtii]a4Il9t 30 days sp aitksmsbYdabe r%al os tG pemmel of' -'IC MD a s R(XM3ER aaums in ltt2tA alter draing or the pema eapira0' ,eb' . Si nature of conuactar Ucense No. Owners o A Si nature ate 00 NOTWRITE BELOWTAIS! ONLY Approval Granted By: Issue Date: Hydrologist Approval • Owner Number: Fee Received: $ eceipt No.: Check No.: Inspected by: Date: THIS PERMIT IS NOT VALID UNTIL PROPERLY SIGNED BYAN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMDICHD. THE WELL SITE DURING ALL DRILLING CPERAnONS. THIS PERMIT IS VALID FOR 180 DAYS FROM DATE OF ISSUANCE. IT SHALL BE AVAILABLE AT Form 0123 Y 6 N \ N t� ail an m a��al7 'Tt1f7?�3f.IWA7 S1bCi , , �NlQittlg �SY1C,H�?1�v`m !, _� ':DNI 'SNos > NmDrr -nvcA I �� NoumnN-Ler4mm sa3H.Loaa a3-tj-L3n9y+ — m _ � m N , su .Ido�c uollonl1s uogoas yl ldao Ua1E' -2)lr„lrc 4� A&S Building Systems LETTER OF CERTIFICATION March 25, 2008 Paul Jacquin and Sons, Inc. P.O. Box 4343 Fort Pierce, Florida 34948-4343 Re: A & S Job No.: 908-0363 Location: Fort Pierce, FL Building Size: "A" Width: 400" Length: 90'-0" Eave Height: 20'-0" Roof Slope: 1:12 Bay Spacing: 1@30-0", 3@20'-0" Building Type: Rigid Frame Gentlemen: This is to certify that the above referenced building has been designed to sustain no less than the requested design loads, as listed in the order " Documentation, in accordance with AISC (Ninth Edition) and/or AISI (2001 Edition), and ANSI/AWS D1.1-2004 procedures. As applicable, specifically as follows: Code: 2004 FBC 84 Live Load: 20 PSF Roof Live Load: 12 PSF Frame 0? Snow Load: 0 PSF GF i n%I 0 SF o Importance: 1.0 Wind Load: 130 MP e xposure B) Importance: 1.0 Dead Load: Metal Bui ' g Collateral: 1 PSF Seismic: Building Occupancy Category II Importance: 1.0 Use Group I S, = 0.069 S, = 0.029 Site Class Definition = D Design Category = A Other: None This letter of certification includes only the steel building above as designed by A&S Building Systems (Caryville, TN) and produced by A&S Building Systems (Caryville, TN), an IAS Accredited manufacturer, and specifically excludes all foundation, masonry, or general contract work. Sincerely,- A&S BUILDING STSTEMS Aaron K. Batchellor, P.E. P.O. Box 53, 18801-Twy. 116, Caryville, TN 37714, Phone: (865) 426-2141 Fax: (865) 425-2004 '3'Y �._._. v Gx�'4x{a�k9*S1Pr�fiu�,;�g�yyEa'�`�y5. Yn4 �y 4raat'i�`E 3 ..., a �a�, "A ,�^6 R,yb,z�+''Ka%5°�'At' J11 'aS 4$.�. magi �s} a?� �l' �, ✓'�4�. �. i.�L.�'�r'C��S� A&S Building Systems TOE # 908-0363 ENGINEER Richard May DATE. 312412008 BL17.C� a. ..FRAMERUNFsILE_7 ,1 :11; "-.. -D.ESC:RIPTI,O,N.`: A 19080363A.0l.fdt Frame Line 4 9080169 VER 1 Run 1 A 9080363A.02.fdt Frame Lines 2-3 9080169 VER 1 Run 1 A 9080363A.03.fdt Frame Lines 1,5 9080169 VER 1 Run 1 "'' " ENGINEERING NOTES PAGE DESIGN INDEX PAGE DESIGN INDEX r' r E p, y DESIGN COMPLETETHROUCH CHANCE ORDERH 0; � :� ha 3_2,cF-a S Strut key: x=double Z, xx=triple Z, o=pipe(FM) HMS TIKM30Is 0,06 0 .OZ O.OZ O,OZ 0,0E �- 6/T-TT.T 6/T-Ii,T vi z 0 � o r o V9 E O 0 Owner : Guettler Warehouse Ft. Pierce FL 34950 P.O. 908-0363 o I I Vx06 l i A8 ID: 4 X� H 2 X Es I0PE2 /aQq, �-I'll 0'01/9 20.0 20'0 I 3010 -1/41r 90'0 SIDEWALL SWD Builder : Paul jJacquin & Sons, Inc Job No: 9080363A run01 Version: ver01-rmmay Mon Mar 24 08:41:37 2008 r I 0 A&S Buildings Systems, Caryville, TN Page: 1 Design Summary Program User: rmmay Job Number: 9080363A Design Summary Report Version: 2.96 run01 Date: 03/24/08 • Manufacturing Plant - Start Time; 08:41:32 S:\Jobs\Active\ENG\11-T-9080363\ver01-rmmay\Bldg-A\run0l\ ------------------------------------------------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T Customer Name: Paul Jacquin & Sons, Inc. Designed By : Job Site: St. Lucie, Florida Checked By : CS 40'0 x 90'0 x 20'0 1.;12 Bays; 3@2010 3010 Main Code Requirements Per: 2004 Florida (Reference 2004 Florida State Building Code) Windforce-resistance System Per: 2002 ASCE 7 Seismic -resistance System Per: 2004 Florida State Cold -Formed Steel Design Spec: 2001 AISI Allowable Other Steel Design Spec: 1989 AISC Allowable Building Use Category .............. Roof Dead Load Superimposed ................. Collateral ................... Roof Live Load ........... Snow Load Import an to or ) Snow Exposure Fa ) Thermal Factor (C.(�C.... Wind Load Basic Wind Speed ..... Wind Importance Factor (I) ... Wind Exposure Category ....... Internal Pressure Coef (GCpi) Building Code Strength Design with 2004 Supplement Stress Design, 9th Edition 130.00 mph 1.00 B 0.18/-0.18 reduction allowed Component Wind Load <= 10 sq. ft. Zone 4 27.82 psf pressure -30.14 psf suction Zone 5 27.82 psf pressure -37.10 psf suction z A&S Buildings Systems, Caryville, TN Page: 2 Design Summary Program User: rmmay Job Number: 9080363A Design Summary Report Version: 2.96 run01 Date: 03/24/08 Manufacturing Plant - Start Time: 08:41:32 S:\Jobs\Active\ENG\11-T-9080363\ver01-rmmay\Bldg-A\run0l\ -----------------------------------------------------------------------------' ROOF PLANE ------- RPD PANEL : PBR26 PURLIN SPACING : 2@3'0 3@3.3330 2.7302 1'3-1/4 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 20.000 8X2.5Z16 None S 0.000 2.479 C 2 20.000 8X2.5Z16 None C 1.229 1.229 C 3 20.000 8X2.5Z13 None C 1.229 1.229 C 4 30.000 BX2.5Z12 None C 2.479 0.000 S Purlin Clip Use 2 - 1/2"o A307 Bolts @ Level 2-3,5-7 @ Frame Lines:1-5 Purlin Clip Use 4 - 1/2"m A307 Bolts @ Level 4 @ Frame Lines:1-5 _ ROOF PLANE ------- RPB PANEL : PBR26 PURLIN SPACING : 2@3'0 3@3.3330 2.7302 1'3-1/4 Bay Length Member Size Brace # (ft) Identification Locat Lap --------------- ------------------- - --- ----------------- 1 30.000 BX2.5Z12 No e . 00 2.479 C 2 20.000 8X2.5Z No 1.229 1.229 C 3 20.000 8} None C 1.229 1.229 C 4 20.000 8Z None C 2.479 0.000 S Purlin Clip Use 2 1/2"o A307 Bolts @ Level 2-3,5-7 @ Frame Lines; 1-5 Purlin Clip Use 4 - 1/2"o A307 Bolts @ Level 4 @ Frame Lines:1-5 SWB Eave Strut @ 20.000 (ft) : 8ES14 @ Bays 1-4; add X-Eave strut SWD Eave Strut @ 20.000 (ft) : BES14 @ Bays 1-4; add X-Eave strut 3 A&S Buildings Systems, Caryville, TN Page: 3 Design Summary Program User: rmmay Job Number: 9080363A Design Summary Report Version: 2.96 run01 Date: 03/24/08 Manufacturing Plant - Start Time: 08:41:34 S:\Jobs\Active\ENG\11-T-9080363\ver01-rmmay\Bldg-A\run0l\ ----------------------------------------------------------------------------- **** MAIN BUILDING LONGITUDINAL BRACING DESIGN **** LONGITUDINAL BRACING DESIGN SUMMARY Roof Bracing: Brace Bay 4 Bay 3 Bay 2 Bay 1 Strut ---------- Spans ----- 20.000 feet ------------- 20.000 feet ------------- 20.000 ------------- feet 30.000 feet ----------- PLANE RPB: 10.000, 0.3750" CABLE 10.000, 0.2500" CABLE 10.000, 0.2500" CABLE 10.000, 0.3750" CABLE PLANE RPD: • ---------- ----- Brace ------------- Bay 1 ------------- Bay 2 ------------- Bay 3 ----------- Bay 4 Sidewall Bracing: Brace Bay 9 Bay 3 Bay 2 Bay 1 Strut Spans 20.000 feet 20.000 feet 2 et 30.000 feet ---------- ----------------------------- - ---- ------------- PLANE SWB: 20.0001 0.3750" CABLE Brace Bay y 2 Bay 3 Bay 4 Strut----- eSpans 20.0 Nt 20.000-feet--20.000 feet 30,000 feet --------"- -------------------------------- PLANE SWD: 20.0001 0.3750" CABLE A&S Buildings Systems, Caryville, TN Page: 4 Design Summary Program User: rmmay Job Number: 9080363A Design Summary Report Version: 2.96 run01 Date: 03/24/08 • Manufacturing Plant - Start Time: 08:41:34 S:\Jobs\Active\ENG\11-T-9080363\ver01-rmmay\Bldg-A\run01\ ------------------------------------------------------------------------------- SIDEWALL PLANE SWD -- ( 8.250" Inset columns ) PANELS PBR26 GIRTS SPACINGS Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- OPEN AREAS: for plasonv/ Size Wall Distance 9010 x 20'0 SWD 010 SIDEWALL PLANE SWB -- ( 8.250" Inset columns ) PANELS PBR26 GIRTS SPACINGS Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft)Identification- Locations Exten Exten OPEN AREAS: For maron Y/ VN Cc g Wall Distance '0 SWB 0'0 ENDWALL PLANE EWC --9090 N ndable Frame (CS ) PANELS ----- PBR26 Girts Spacings Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- OPEN AREAS: /=a MGuo'nry Size Wall Distance 40'0 x 21'8 EWC 010 ---- COLUMNS ----- <NONE FOR THIS WALL LOCATION> 5 A&S Buildings Systems, Caryville, TN Page: 5 Design Summary Program User: rmmay Job Number: 9080363A Design Summary Report Version: 2.96 run01 Date: 03/24/08 ' Manufacturing Plant - Start Time: 08:41:35 S:\Jobs\Active\ENG\11-T-9080363\ver01-rmmay\Bldg-A\run0l\ ------------------------------------------------------------------------------- ENDWALL PLANE EWA ---- Non -Expandable Frame (CS ) PANELS ----- PBR26 Girts Spacings Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten ------------------------------------------------------------------- OPEN AREAS: Fb, moao'gr/ Size Wall Distance 4010 x 2118 EWA 010 COLUMNS ----- <NONE FOR THIS WALL LOCATION> FRAMES ----- Type Span Live Wind ,,�Eaavv+s, rib Frame Lines CS 90.000 ?_0.00/130.00 4.03 4 CS 40.000 20.00/ 30. / .00 2- 3 CS 40.000 20.0 0 0/ 15.97 5 CS 40.00 0.0 130 0.00/ 10.97 1 W "I A & S Be..,L®ING A65 SWLDSND SYSTEMS SYSTEMS CARYVILLE,TENNESSEE SHEET OF, C NO. �n p MADE BY 1 I I I �` I �n DATE 3/Z ! /� CK'D BY DATE 7 BY. CHK. DATE: JOB # PAGE # . RMM 1312412008 908-0363 a REACTION TABLES MAXIMUMBRA CED BAY REACTIONS WALL TYPE WIND WIND WIND SEISMIC SEISMIC SEISMIC ELEVATION VER HOR MOMENT PER HOR MOMENT (KIPS) KIPS K-FT KIPS PS (K-FT) FRONT X +/- 3.0 +1- 4.5 0 0 - SIDEWALL BACK X +1- 4.5 +1- 4.5 0 0 - SIDEWALL . LEFT - - ENDWALL RIGHT - - ENDWALL MAXIMUM&WX4 C REACTIONS KIPS LN LOCA N DEAD LOAD LIVE LOAD I WIND LOAD ER WIND LOAD HOR WIND LOAD MO EWA CORNER COLUMN - EWA INTERIOR COLUMN - EWC CORNER COLUMN - EWC INTERIOR COLUMN A & S'Building Systems FRAME DESCRIPTION: • USER NAME:rmmay DATE: 3/24/08 TIME:10:02:14 PAGE) 3-1 CS 40./ 20./ 15.969 20./ 130./0 JOB NAME:9080363A FILE:m3_d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME IO 403 LOCATION: frame lines 1,5 STANDARD NOTES: HEIGHT: 1589 Its DETAIL FILE: 9080363A.03.fdt (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT PURLINS(horz. from floe) from :8°-2 2@3',35"06T,E2'6TI 3/4" (2) All Flange lengths are measured along outer flange. �r ' GIRTS (vert_ from floor): 8"-Z [8.25"OUTSETI Location 1 2 3 9 5 Web Dep. 10.0 20.0 N/A 15.0 15.0 Type BASE HORZ STF CAP (EXT) 2I/2S 2S/2S Plate(DN) 6.0X0.305 2.5X0. 25 6.0X0.25 6. OX0. 375 5.0X0.305 Plate(UP) N/A N/A N/A 6.0X0.305 5.0X0.375 Bolts (4)-3/4 N/A N/A (8)-3/4 (8)-3/4 tJ R & S Building Systems FRAME DESCRIPTION: USE, ME: roomy DATE: 3/24/08 PAGE: 3-2 cs 40./ 20./ 15.969 2 JOB-, .ME:9080363A FILE:m3_d-l.fra 9UP�REACTIONS FOR EACH LOAD GROUP FRAME ID 803 LOCATION:frame lines 1,5 VOTE: All reactions are in kips and kip-ft. TIME:10:02:14 REACTION NOTATIONS HL VL I VR .._. LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN. BASE PLATE 1. 6.OX1OX0.375 6.0X11.0X0.375 ANC. RODS (4)-3/4 (4)-3/4 LOAD GROUP HL VL I LNL HR I VR I LNR DL 0.3 1.4 0.0 -0.3 1.4 0.0 LL 1.0 3.8 0.0 -1.0 3.8 0.0 COLL 0.1 0.3 0.0 -0.1 0.3 0.0 WL1 -4.9 -9.6 0.0 -1.9 -4.3 0.0 WL2 -5.5 -6.7 0.0 -1.4 -2.3 0.0 LWL1 0.5 -11.0, -4.4 -0.4 -7.2 0.0 LWL2 0.4 -10.2 -4.4 -0.5 -8.1 0.0 LWL3 1.2 -7.9 -4.4 -1:2 -4.6 0.0 LWL4 1.2 -7.5 -4.4 -1.2 -4.9 .0 WL3 1.9 -9.3 0.0 _ D,.0 WL9 1.4 -1.3 -.7 0.0 ® N� LOAD GROUP DESCRIPTLON DL Roof Dead Load LL Roof Live Load COLL Roof Collateral Load WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LW12 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load ID A & S Bu3.lding Systems FRAME DESCRIPTION: USER NAME:rn00ay DATE: 3/24/08 TIME:09:31:22• PAGE: 2-2 cs 40./ 20./ 20. 20./ 130./0. JOB NAME:9080363A FILE:m2 d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: frame lines 2-3 STANDARD NOTES: WEIGHT: 1809 lbs DETAIL FILE: 9080363A_02.fdt (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8"-Z 203',383'4",2'8 3/4" GIRTS (vert. from floor): 8"-Z [8.25"OUTSET) Location 1 2 3 9 5 Web Dep. 10.0 20.0 N/A 20.0 0 Type ;BASE HORZ STF CAP {EXT) 2I/2S Plate(DN) 60X0.3I5 1.110_11 6.0.0_21 6.0X0.315 22S/2S 3I5Plate(UP) IN/A N/A N/A 6.Ox0.3'/5 315Bolts (4)-3/4 N/A N/A (8)-3/4 /4 1 A fi S Building Systems FRAME DESCRIPTION: USEy' NE: rmmay DATE: 3/24/08 PAGE; 2-2 cs 40./ 20./ 20. 20,/ JOS' ME:90S0363A FILE:m2_d-l.fra EUPPOR REACTIONS FOR EACH LOAD DROOP FRAME ID #02 LOCATION:frame lines 2-3 -¢ ? NOTE: All reactions are in kips and kip-ft. TIME. 09:31:22 REACTION VnTLTTAUC AL - LOAD GRODB ucartTTnw TanT.a COLUMN LEFT COLUMN RIGHT COLUMM BASE PLATE 6.OX11.OXO.375 6.OX11.OXO.375 ANC. RODS M -3/4 M -3/4 LOAD GROUP HL VL LNL HR I VR I LNR DL 0.3 1.7 0.0 -0.3 1.71 0.0 LL 1.2 4.8 0.0 -1.2 4.81 0.0 COLL 0.1 0.4 0.0 -0.1 0. 41 0.0 WLL -4.7 -9.9 0.0 -2.1 -4.71 0.0 WL2 -5.4 -6.2 0.0 -1.4 -1.0 0.0 LWLl 0.7 = 1 0.0 -0.6 -13.5 -4.4 LWL2 0.6 -9.1 0.0 -0.7 -14.5 -4.4 LWL3 1.5 -6.1 0.0 -1.5 -10.1 -4.4 LWL4 1 5 -5 7 0.0 -1 5 -10 6 -4.4 WL3 2.1 -9.7 0.0 9.7 -9.9 0.0 0?*q WL91.9-1.0 0.0 5.4 -6.2 0.0LOAD GRO ESC$TPTZON.00 DL Roof Dead Load 50 C LL Roof Live Load COLL Roof Collateral Load IV WL1 Lateral Primary Wind oad WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal Primary Wind Load LWL4 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load l2- A 6 S•Huilding Systems FRAME DESCRIPTION: USER NAME:ay DATE: 3/24/08 TIME:09:20:30• PAGE: 1-3a cs 40.1 20./ 24.031 20./ 130./0 JOB NAME:9080363A FILE:ml_d-l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID @O1 LOCATION: frame lines 4 STANDARD NOTES: WEIGHT: 1919 Its DETAIL FILE: 9080363A_01.fdt (1) All sectional dimensions are in inches. BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8"-Z 2@3',3@3'4",2.6 3/4• J GIRTS (vert. from floor): 8"-Z [8.25"OUTSET] W cation 1 2b Dep. fWe 110.0 25.0 N/A 20.0 20.0 pe(BASE HORZ STF CAP (EXT) 2I/2S 2S/2S at.(DN) 610X0.3I5 3.Ox0.25 6.OXO.25 6.0X0.5 6.OXO. 375 Plate(UP) 'N/A N/A N/A 6.Oxo.s 6.OXO.375 Bolts (4)-3/4 N/A N/A (8)-3/4 (8)-3/4 0 A & S Building systems FRAME DESCRIPTION: USE' ME:z=ay DATE: 3/24/08 PAGE; 1-2 cs 40./ 20./ 24.031 2 JOB' A:9080363A FILE:ml_d-l.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID i01 LOCATION:frame lines 4 NOTE: All reactions are in kips and kip-ft. TIME:09:20:30 REACTION NOTATIONS HL LOAD GROUP RF.L(':TTnN TARTM COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 6.0X11.0XO.375 6.0X11.0X0.375 ANC. RODS (4)-3/4 (4)-3/4 LOAD GROUP HL I VL I LNL HR I VR I LNR DL 0.41 1.91 0.0 -0.-41 2.91 0.0 'LL 1.6 5.8 0.0 -1.61 5.81 0.0 COLL 0.1 0.5 0.0 -0.11 0.51 0.0 WLS -5.8 -11.9 0.0 -2.9 -5.6 0.0 WL2 -6.6 -7.5 0.0 -1.6 LWL1 0.7 M5. -4.4 -0.6 -15.3 -4.4 LWL2 0.6 -13.8 -4.4 -0.7 -16.5 -4.4 LWL3 1.8 -10.3 -4.4 -1.7 -11.3 -4.4 LWL4 1.7 -9.8 -4.4 -1.8 -11.8 -4.4 WL3 2.90.0 5.8 -11.9 WL4 IN -1.2 0.0 6.6 -7.5 a�oi4D CRQOP DESCAIPTION ( ti.. H Load Data Sheet Roof Dead Load = Weight of Steel Building only Collateral Dead Load :..:;i; .0. psf (Note* when zero) Roof Live Load ElTribtitary Reduction Allowed Primary Framing 12 psf Secondary Framing 20 psf Edition Code T 2004 F8C Exposure Category Ij Sheet: 15 of Job Number:O, Made By: RMM Date: 24Mar 2OOS Checked By: Date; 21 Ground Snow Load 0 psf C c = 1.00 1, = 1.00 C, = 1.00 Roof Snow Load 0.00 psf ❑ Rain on Snow Surcharge 0.00 psf State: Florida County: Error in County Wind Load (Note MPH (3 Second Gust) GCFj= +/-0.18 Exposure: B 1� 1.00 Kd = -i 0 %K = 0.701 El Enclosed K, = (No Escarpments) Maximum Wall Component Pressure = 27.82 psf (Based on Minimum Area) Suction = -37.10 psf ❑ Building Occupancy Category: 11 ❑ Seismic Design Data: Use Group: I i E 1.00 �W-07 0? * S, OW 2VA. to 0.069 91 = 0.029 Site Class Definffion= . F, = 1.60 F, = 2.40 Design Category = Sd., = 0.074 Sd1 = 0,046 Concentrically Braced Frames (R = 3.0, Cd = 3.0, nO = 3.0) Ordinary Moment Frames of Steel (R = 3.0, Cd = 3.0, E20 = 3.0) Light Framed Walls wl Shear Panels (R = 3.0, Cd = 3.0, QO = 3.0) Equivalent Lateral Force Method Used ❑ Other Loads ❑ Mezzanine Loads Live Load psf Dead Load psf ❑ Crane Information: The Crane Building is designed based upon a CMAA Service Classification C and RISC Loading Condition 2. EjTop Running ❑Underhung Crane Capacity Ho!sVTrolley Weight= Wheel Spac' Bridge Weight El Roof Top Units: This Metal building system is designed as an enclosed structure, When