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HomeMy WebLinkAboutSUBMITTED PAPERS- O1,FICE CJSE ONLY: DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: _ k.-0 )0� ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 B Y 772-462-1553 ;t• Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: j �/Q!y ,Q?. K3 2. PROJECT NAME: SITE PLAN NAME: ff PROPERTY TAX ID #: 5 4// % - s j'©- ©0 0 - 0� -; 4. LEGAL DESCRIPTION (attach extra sheets if necessary): �?►-f NKLILA uv97"- 15CK 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUON PROJECT OR WORK ACTIVITY: �D �G✓ 11 SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL j3G] OTHER (SPECIFY) P-9 u%� G 13. DESCRIPTION OF PROPOSED USE: Sr%�te+3ff FT OF CONSTRUCTION: - ` 7o 15. SF. FT 1 st FLOOR: §�411. SQ. CRII-6-P VALUE OF CONSTRUCTION: $ /X o� The value of construction is used to determine 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 valucis $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 � I UPDATED 6/25/09 J OWNERAN^ FORMATIOW NAME: a 6!E ehNyd a ADDRESS: s,A 6L"N CITY: 9 i. S, L . STATE: j�L� ZIP: PHONE (DAYTIME): L/-) 6,2-6" 5B 71 Email: 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: CITY: STATE: ZIP: PHONE (DAYTIME): C__) OGNTRACTOR _IIdF®.RNIATI.ON ST. of FL REG.CERT V3C/ ST. CIE COUNTY CERT #: BUSINESS NAME: v. QUALIFIERS NAME: ac ADDRESS: CITY: ��M ��� e G STATE: �_ ZIP: y 7 PHONE (DAYTIME): ( � -r7o- 3 v71( FAXNO. `7 4{—G1F-/'0*Emai1: .& g4jp, ARCHIVENGINEER: ADDRESS: CITY: PHONE (DAYTIME):.(___) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: ZIP: ZIP: 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. . t i ME i i 1 t ; 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, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: ' OWNER OR IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. STATE OF FLORIDA t STATE OF FLORID COUNTY OF LuLr COUNTY OF t w& r L The foregoing instrument was acknowledged before me this _ day of re© 20_ L , by who is personally known ✓ or has produced as idenhficatton.g.: ; Signatu► of Notary Commission No. ►'' F r: IRA1DON.M. CANNON �bry Publk • State of Florida My Comm. Expbes Mar 21, 2010 ;�, Cowlssiom # FF 73520 The foregoing instrument was acknowledged before me this J-8day of Pebr-20/0 by / who is personally known u or has produced as identification. SigAture of Notary .111111y� (=F%CIA, BRANDON M. CANNON Commission No. I{)Publk •State o1 Flo sy� a My Comm. Expires Mar 21, ; -•.,o..z.r` Commisslon #'FF 73521 NOTE: TWO (2) SIGNATURES ARE.REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. I 1 OFFICE USE ONLY BP SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE r V LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW .:,.., SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE / RECEIVED wr DATE COMPLETED ` INITIALS g td / 0 I f� COASTAL TESTINQ LABORATORY, LLC Post Offic& Bow 2023 PaUmCity, FL 34991-2023 772.220.6688 DA7'E: JOB NUMBER: PERMIT' NUMBER CLIENT: CONrRtlC7'OR: JOB LEGAL: JOB ADDRESS: COMP.4Crlo1V rtSrr ,4SrM D 6938-10 Apra22;-2014 14 -0432 1402-0209 NIA 385 SW Sa tdCa1T)Kve, PortSt. Luce,&, FL SOIL CLASSIFICATION F,r REMARKS: A3 Rrmlbrown, sartdy boiai TESr SAMPLE LOCATION: 10' IS LR Cawner - Center of Pa& -10' IS RF Corner Irv-Pla ,&D►;v D� 1) 102.0 2) 102.4 3) 101.4 Re4pectFudLy Sulrvw=edl, a,g444 /4/04 c/o Erne4tc-Vela4co; P.E. Ma w Da U� 103.8 103.8 103.8 %Co:mpactu)-m 98.2 98.6 97.6 COAS?"A L T EST I NCB LABOIZAMRY, LLC Post O ' 2023 Pa wCity, FL 34991-2023 772.220.6688 HOIS7&RE'V�Nsr7YRE'1,4rrolVsffrP AVE: AprrtbU, 2014 CON7'IZAC-rO Z: JOB NUMBER: 14-0432 PEIZMI7' NUMBER:1402 -0209 112 0 110 0 LL u 108 U L Q: N 106 J 104 In c a� 0 > 102 L 0 100 98 AS7'M cD 1557-09 8 10 12 14 Moisture — Percent of Dry Weight _ P.O.COASTAL TESTING LABORATORY BOX 2023 PALM CITY, FL 34991-2023 OFFICE (772) 8 FAX(772) 287-1591 ____ NDTO FAX WVER SHEET ILIC Urgant ROPly ASAP ElPlease comment Please review D Fbryourinforynation � Total pages, including cover COMMENTS -_ --_ -_- .............. --_'-- ... _................. -_____'--_-_'-_-- � �-----_-----_ ... _'..... ----_�'_---___--___------' ....................... __ _-----'--_'-' --''-_____---__------ T62TL8JJLL XVJ »J:0o »ToJ/UJ/»n t w. COAS-rAL-rESTINQ LABOIZAMIZY, LLC r. PcttmCUyj FL 34991-2023 772.220.6688 DATE: JOB NUMBER: PERMIT NUMBER: CLTEN-r. CON7-1?AC7-OR: JOB LEC?AI L: J0*8 ADDRESS: COMP334CrxMAI rF�sr EPO r ,4SM V 6938-10 Apra,22, 2014 Z4-0432 1402 -0209 ga4y Eskex Qv,fy rskef- NIA 385 SW Santi 'Dr%vel poetSt.. Lucie,, FL SOIL CLASSIFICATION Er REMARKS: A3 Firnvbrewm&a4A4 SO& TtST'SAMPLE LOCATION. 10',TS LR Cornor - Ce cc of Pa.d/ - 10' zS RFCorner I vv-Place/Dry 'D M r,�c,�Dry De n�' y C a ctum• x) 102.0 103.8 98.2 2) 102.4 103.8 3) 101.4 103.8 Respectfully SubmatecL, aVU440 /,e/6W ol;i) frYe,sto-V c a; _ MW 97.6 THTLMLL XVJ 99:00 bT09/6Z/V0 COAS-rAL 74ES7-INO LABORATORY, LLC PastOffic03oP2023 Pal*mCi, FL 34991-2023 1 772.220.6688 MOISTURE VENS17Y RELA rIONWIP ASTM D 1557-09 VA7-E, Apr-a22, 2014 CONTRACTOR: 001*y FAar JOB NUM-8fiz: 14-0432 PFRM17NUMBER: 1402 -0209 112 z 110 0 108 104 102 1.00 98 10 12 14 Moisture — Percent of Dry Weight e00in T6BTL979LL XVJ 27:00 6TOZ/6Z/VO 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: 0 — 07 cl� JOB ADDRESS: ONTR BUILDER/CACTOR: C-;9-�y ,s,�E PEST CONTROL CONTRACTI PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 2�-/o Percentage of solution:, Date of Treatment: Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat . Other 1st Treatment J Re -Treat Chemicals used: CYPel�? — Tc. Total gallons used: %y Time of Treatment:. 9:�c� =F Slab 1st Treatment Re -Treat - Pools 1't Treatment Re -Treat Perimeter f Final I2pcoon nature of Exterminator Note:- There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged.: FB C104.2.6 Certificate of .protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the buildin 7he Treatment gpermit Certificate shall provide the product used, identity of the applicator, time and date of the treatment tssite locatio area treated, chemical used, percent concentration and number of gallons used, -to establish a verfiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval, St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and rintAc of PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org CategorylSubcategory Manufacturer Product Description Approval# s 1. EXTERIOR DOORS A. SWINGING Elixir Industries Exterior Door Model 407 FL1722.3 B. SLIDING C. SECTIONAUROLL UP Overhead Door Roll UD Door Model 790 FL12111 1 D. OTHER 2. WINDOWS A. SINGLE/DOUBLE HUNG B. HORIZONTAL SLIDER C. CASEMENT D. FIXED E. MULLION F. SKYLIGHTS G. OTHER 3: PANEL WALL A. SIDING Union Corrugation Co. Master Rib FL9557.1 B. SOFFITS C. STOREFRONTS D. GLASSBLOCK E. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES B. NON-STRUCT METAL Union Corrugation Co. Master Rib FL9555. C. ROOFING TILES D. SINGLE PLY ROOF E. OTHER 5. STRUCT COMPONENTS A. WOOD CONNECTORS B. WOOD ANCHORS C. TRUSS PLATES D. INSULATION FORMS E. LINTELS F. OTHERS 6. NEW EXTERIOR ENVELOPE PRODUCTS A. The products listed below did not'demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. R-1305 01-04 RECEIVED APR 15 2014 PERMItTING St. Lucie County, FL Florida Building Code Online Page 1 of 3 i Business o Professional s.g s ,. FloliVa Departments BCIS Home Login User Registration Hot Topics Submit Surcharge 1 Stals lk Facts Publications I FBC Staff BCIS Site Map Links I Search Busines Professi gal ' a (UPrgU lAUProval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9555-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext241 dpotts@unioncorrugating.com Authorized Signature Dan Potts dpotts@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components' Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Yoosef Lavi, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL9555 R2 COI CertificateIndeoendence.odf Standard ASTM E1592 FM 4470 UL 580 Florida Licensed Professional Engineer or Architect FL9555 R2 Eauiv TestEquivalent 9555.odf Method 1 Option D Year 2001 1992 1994 h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5R... 4/9/2014 Florida Building Code Online Page 2 of 3 Date Submitted 11/25/2011 Date Validated 12/01/2011 Date Pending FBC Approval 12/11/2011 Date Approved 01/31/2012 FL # Model, Number or Name Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-70.25 Other: Uplift load of 70.25 psf @ support spacing of 24" O.C. Installation Instructions FL9555 R2 II D1805 3.Ddf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL9555 R2 AE EvaluationRenortC1805 3.Ddf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R2 II D1805 4.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.15 Evaluation Reports Other: Uplift load of 47.15 psf @ support spacing of 60" FL9555 R2 AE EvaluationReDortC1805 4.1)df O.C. Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R2 II D1805 5.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +45.35/-37.7 Evaluation Reports Other: Design load of 45.35 & -37.7 psf at support spacing F1-9555 R2 AE EvaluationReaortC1805 5.Ddf of48" o.c. FL9555 R2 AE LSC1805 5.odf Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R2 II DIS05 6.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +45.35/-36.2 Evaluation Reports Other: Design load of 45.35 & -36.2 psf at support spacing FL9555 R2 AE EvaluationReDOrtC1805 6.Ddf of 48" o.c. FL9555 R2 AE LSC1805 6.0f Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R2 II D1805 7.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" FL9555 R2 AE EvaluationReoortC1805 7.Ddf O.C. Created by Independent Third Party: Yes 9555.E PBR Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R2 II UL161.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R2 AE EvaluationReDOrtC1805 8.Ddf O.C. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement http://www.floridabuilding.org/pr/pt. app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5R... 4/9/2014 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: ® ® sCFEik CreditSArif I FE http://www.floridabuilding.org/pr/pi _app_dtl.asox?param=wGEVXQwtDgtvOROQkZA5R... 4/9/2014 SIDELAP FASTENER 1/4"-14 X 7/8" LONG SIDS @ 30" O.C. PANEL FASTENER , #12-14 X 1" LONG SDS @ 9.0" O.C. SUPPORT FASTENER PATTERN @ INTERMEDIATE SUPPORTS (MIN 16 GA.) SIDELAP FASTENER 1/4"-14 X 7/8" LONG PANEL FASTENER SIDS @ 30" O.C. #12-14 X 1" LONG SIDS @ 3.5"-5.5"-3.5" O.C. FASTENER PATTERN @ END SUPPORTS ALLOWABLE UPLIFT PRESSURE = 47.15 PSF @ SUPPORT SPACING OF 60" O.C. SUPPORT (MIN 16 GA.) 9" 3/4" 36" MasterRib Panel Profile Min 26 Gauge, Minimum veld = 80 KSI t� I a 0 s2 0 Florida Building Code Online Page 1 of 2 I�� F Florida Depanmentof BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff { BCIS Site Map Links Search Business� ry Professib I `'' �/ur�D�`Approval USER: Public User Regulation 6, Product Approval Menu > Product or Application Search > Application List > Application Detail 1� r"Fun,O� 81on, ,197 r v►.u�waad FL # FL9557-R2 Application Type Revision Code Version 2010 v Application Status Approved Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext241 dpotts@unioncorrugating.com Dan Potts dpotts@unioncorrugating.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Yoosef Lavi, P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9557 R2 COI CertificateIndeoendence.odf Standard ASfM E1592 Product Approval Method Method 1 Option D Date Submitted 11/25/2011 qu --0a(DQ Year 2001 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5R... 4/9/2014 Florida Building Code Online 1 Page 2 of 2 Date Validated 11/29/2011 Date Pending FBC Approval 12/07/2011 Date Approved 01/31/2012 Summary of Products FL # Model, Number or Name Description 9557.1 MasterRib Panel 29 ga., 36" wide wall panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9557 R2 II C1805 i.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +45.35/-37.7 Evaluation Reports Other: Design load of 45.35 & - 37.7 psf at support spacing FL9557 R2 AE EvaluationReoortC1805 1.1)df of 48" o.c. FL9557 R2 AE LSC1805 1.Ddf Created by Independent Third Party: Yes 9557.2 MasterRib Panel 29 ga., 36" wide wall panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9557 R2 II C1805 2.1)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +45.35/-36.2 Evaluation Reports Other: Design load of 45.35 & - 36.2 psf at support spacing FL9557 R2 AE EvaluationReDortC1805 2.1)df of 48" D.C. FL9557 R2 AE LSC1805 2.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts; ® ® sC Pik M Credi Sr`AEFE http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5R... 4/9/2014 r INTERIOR SUPPORTS MIN 18 GA. STEEL - (DESIGNED BY OTHERS) END SUPPORTS MIN 18 GA. STEEL - (DESIGNED BY OTHERS) #12-14 x 1" LONG ® 3.5"-5.5"-3.5" 0. SIDELAP FASTENE 1/4'-14 SDS ® 24" O.C. MASTER PANEL #12-14 x 1" LONG S ® 9" O.C. SECTION VIEW #12-14 x 1" LONG SOS 0 9" O.C. #12-14 x 1" LONG SDS ® 3.5"-5.5"-3.5" O.C. O.C. O.C. SEE PANEL SIDELAP SIDELAP FASTENER DETAIL _ 1/4"-14 SDS MASTERRIB ' @ 24" O.C. PANEL \ MASTERRIB PANEL SIDELAP FASTENER 1/4"-14 SDS O 24" O.C. Uri M TYPICAL PANEL INSTALLATION X-SECTION O (0 O j w YW N O J I o uitW MASTERRIB SIDELAP FASTENER PANEL o ol�° 1/4"-14 SDS ® 24" O.C. #12-14 x 1" LONG SDS z R 2 o 51 J z Q a W � MIN 18 GA. STEEL n i (DESIGNED BY OTHERS) 3 U PANEL SIDELAP m it a Qua I.C. z o„ S �r GENERAL NOTES: 1. WALL PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA rn BUILDING CODE (FBC). 2. WALL PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH 8 a OF PANEL = 36". 3. WALL PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. z THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS, 5. ALL FASTENERS MUST BE Z' 4z IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM ow REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. ua 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN BOTTOM TO TOP SUPPORTS OR SIDE TO MIN 18 GA. STEEL SIDE SUPPORTS. RA NG NO. REV. (DESIGNED BY OTHERS) 805-1 SHEET NO. 1 OF Florida Building Code Online Page 1 of 3 � 1�1 0:.. ..,. Florida DepartmentIf BCIS Home l Log In l User Registration Hot Topics Submit Surcharge E Stats & Facts Publications I FBC Staff BCIS Site Map Unks Search Busines Product Approval ProfessiVI ?i USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail ' FL # FL1722-R4 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Elixir Industries Georgia Door Division 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers@elixlrind.com Robert Powers bpowers@elixirind.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 Info@ptc-corp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard ASTM E330 Method 1 Option A 03/06/2012 03/09/2012 03/14/2012 Year 2002 http://www.floridabuilding.org/car/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmP... 4/9/2014 Florida Building Code Online - Page 2 of 3 FL # Model, Number or Name Description 1722.1 402-14 Vinyl Steel Out -Swinging Regular Door - 14"x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-14 E330.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-40 Installation Instructions Other: FL1722 R4 II ELIX0050 Revo 402-14.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.1)df Created by Independent Third Party: Yes 1722.2 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 402-20S E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0051 RevO 420-20S.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.3 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 407 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +40/-45 Installation Instructions Other: FL1722 R4 II ELIX0052 RevO 407.1)df Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.0f Created by Independent Third Party: Yes 1722.4 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x TO") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 430-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +33/-40 Installation Instructions Other: FL1722 R4 II ELIX0053 RevO 430-W9.1)df Verified By: Robert]. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.1)df Created by Independent Third Party: Yes 1722.5 1722.5 _7�_W 6400-W9 Painted Steel In -swing Door with 9-Lite Window (1'8" x TO") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 6400-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +56/-60 Installation Instructions Other: FL1722 R4 II ELIX0035 RevO 6400-W9.odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.6 8500 W9 Steel Clad In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 8500-W9 E330.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2015 Installation Instructions h4://www.floridabuilding.org/pr/prJapp_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmP... 4/9/2014 Florida Building Code Online Page 3 of 3 Design Pressure: +50/-50 FL1722 R4 II ELIX0036 RevO 8500-W9.pdf Other: Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.pdf Created by Independent Third Party: Yes 1722.7 9000 Steel Clad In -swing Door (no window) and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 9000 60 E330.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0037 RevO 9000.pdf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.pdf Created by Independent Third Party: Yes 1722.8 9400-W9 Steel Clad In -swing Door with 9-Lite Window (1'8" x 3'0") and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR 9400-W9 E330.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2015 Design Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0038 RevO 9400-W9.Ddf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes 1722.9 STR 7000 Oval Standard Residential Door with 20-1/2" x 56" Oval and Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R4 C CAC EXR STR 7000-Oval E330.1)df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2015 Design_ Pressure: +60/-60 Installation Instructions Other: FL1722 R4 II ELIX0039 RevO STR-7000.Ddf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ica EChEck Cre it SArFE http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmP... 4/9/2014 . ELIXER INDUSTRIES MODEL 40 7 NON-IMPA CT 0UTSWING VINYL EIMINA TED STEEL DOOR GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH VELOCITY HURRICANE ZONE AND THE DESIGN PRESSURE(S) STATED HEREIN. INSTALLATION 5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRODUCT HEREIN. 1a. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT DALLAS 6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6 LABORATORIES, INC. #44278 AND ASSOCIATED DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED LABORATORY STAMPED DRAWINGS. GALVANIZED STEEL.015' SKIN W/ URETHANE FOAM CORE. 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 7. DESIGNATIONS'X' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 8. HARDWARE: A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK: KEYED C. DEAD BOLT: SINGLE CYLINDER 9. SEE SHEETI FOR DESIGN PRESSURE CHART. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE •• +40.0 / -45.0 **UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM SPACINGS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE OF 114 INCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR 14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN "ANCHOR SCHEDULE" THIS SHEET. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE" THIS SHEET. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, ANCHOR SCHEDULE DOORFRAME MANUFACTURER EMBEDMENT EDGE CAPACITIES SUBSTRATE TYPE TYPE SIZE AND/OR IA DISTANCEANCHOR BASED ON SPECIFICATION CATION (IN) 2 SHEET ON. 3 METALISTEEL THREADS TUBING 14 GA FIN (Z-BAR) PAN HEAD N0.8 ASME B18.6.4 PAST INSIDE 3/8" MIN.33 KSI YIELD MIN (TAPPINGSCREW) SURFACE OF STRNEGTH THICKNESS I SUBSTRATE ANSI B18.6.1 2X WOOD (WOOD SCREW) WOOD WITH AMIN IMUM FRAMING FIN (Z-BAR) PAN HEAD NO.8 OR 1" 1/2" SPECIFIC GRAVITY OF ASME 318.6.4 0.42. (TAPPING SCREW) NOTES: 1) FOR WOOD OR TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 0.082" PILOT HOLE (DRILL S¢E45). 2) EDGE DISTANCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE I l I I 111191 nW m E- t2 UI--)� z W �oz� SOZ O O N piLu X J o a W EL ~ ~ z z o o ZWz gg a1 B ,% '—' 1'" oz� /y O d W e9 ,-# Z5'z n Q � N p ;4.. ��< lk � 0 Q ED a W M'C 46 G R-r. Robert J. Amoruso, P.E. FL P.E. No. 49752 NO 49752 3511116" MAX. O.A. FRAME WIDTH 34 3/4" MAX. DOOR PANEL WIDTH B D 3 3 H 4 4 F F 4 4 G Cr G 79 3/4" 78 3/4" 4 4 MAX. O.A. MAX. E O E DOOR HEIGHT PANEL 4 O 4 HEIGHT �( 42" 1 34" MAX. 3I I _ (TYP.) EXTERIOR VIEW f 1 #8 x 21/2" WOOD #8 x 1/2° I SCREW SCREWS I� l I ENTRY DOOR STRIKE DETAIL WOOD FRAME SUBSTRATE 10" MAX. O.C. (TYP.) 3" MAX. (TYP. —+� � � 3° MAX. (TYP.) 4" MAX. (TYP.) J MAX. LOCK ASSEMBLY (REGULAR DRIVE-IN) IS LOCATED APPROX. 38" ABOVE O..C.C. (TYP.) BOTTOM OF DOOR LEAF AND THE DEAD p BOLT ASSEMBLY APPROX. 42" ABOVE X �7 BOTTOM OF DOOR LEAF. SEE STRIKE O I DETAILS THIS SHEET HALF HINGES W/ #8 X 3/4' SCREWS (TYP.) f I #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3)THREADS MINIMUM BEYOND STEEL I TUBE. ENTRY DOOR STRIKE DETAIL STEEL TUBING SUBSTRATE 4" MAX. �-.SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10' MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10' MAXIMUM O.C. N_W W CCO E, � vl M Z of S NO so o CN o Wtg,N V) q C�7 �Wrr a F = aNc� 2 � z C4 z o zoIC o z o zN< g Ili F-�--iconp 0 91 A 0> W W \ 10gi Robert J. Amoruso, P.E. FL P.E. No. 49752 1" MIN. EMBEDMENT 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK SIDE -OF MOUNTING FIN EXTERIOR EXTERIOR #8 WOOD SCREW INSTALLATION ANCHOR 1/2" MIN. EDGE DIST. 1/4" MAX SHIM INTERIOR B VERTICAL SECTION WOOD FRAME SUBSTRATE INTERIOR THREE (3) THREAD MIN. PENETRATION #8 TAPPING SCREW INSTALLATION ANCHOR SEALANT TAPE TO BACK 3/8" MIN. SIDE OF MOUNTING FIN EDGE DIST. 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) EXTERIOR INTERIOR D VERTICAL SECTION STEEL TUBING SUBSTRATE EXTERIOR INTERIOR 1/4" MAX SHIM 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) RobeR J. Amoruso, P.E. SEALANT TAPE TO BACK FL P.E. No. 49752 SIDE OF MOUNTING FIN 1/2" MIN. 2X WO OD FREAKS)::::F EDGE DIST. SEALANT TAPE TO BACK EDGE DIST. 4`����'G EN ADD z SIDE OF MOUNTING FIN ��0�•' �� SF•:9G�: 1"MIN. EMBEDMENT---�{ #8 WOOD SCREW #8 TAPPING SCREW Q: No 49752 . ro+� INSTALLATION ANCHOR MIN. PENETRATION — VERTICAL INSTALLATION ANCHOR A SECTION �n,:�TAT- WOOD FRAME SUBSTRATE C %•�Fs .... R 10? d���•• VERTICAL SECTION STEEL TUBING SUBSTRATE s 1/4" MAX SHIM 1/4" MAX SHIM 0 1 1!2"MIN. EDGE DIST. 1/2° MIN. EDGE DIST. 2X WOOD FRAME 2X WOOD FRAME (BY OTHERS) (BY OTHERS) #8 WOOD SCREW #8 WOOD SCREW G INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR #8 X 314"SMS N N N 11 MIN. N 0 0 1" MIN. EMBEDMENT lu) mum z 04 .O Q W a EMBEDMENT —� m U)DOZ 3 SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK E'-� u2 S0 SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN M O J ~ r� F-LL H FD A QWNg~ Z ._ x Q. Q a w Two ��' a zqW_ �1 HORIZONTAL SECTION Zia E HORIZONTAL SECTION � WOODPRAMESUSSTRAT'E Qom' � � Fo: � �g WOOD FRAME SUBSTRATE rwr� p a }�} ✓ti q WZ> a `1119 14 GA. MIN. SQUARE 14 GA. MIN. SQUARE e� 3/8" MIN. EDGE DIST. STEEL TUBING (BY STEEL TUBI OTHERS) OTHERS) NG (BY 3/8° MIN. EDGE DIST. #8 TAPPING SCREW INTERIOR INTERIOR INSTALLATION ANCHOR #8 X 3/4° SMS IN TAPPING SCREW INSTALLATION ANCHOR THREE (3) THREAD -T \ I I THREE (3) THREAD MIN. PENETRATION MIN. PENETRATION Robert J. Amoroso, P.E. SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E. No. 49752 SIDE OF MOUNTING FIN SEALANT TAPE TO BACK - -- SIDE OF MOUNTING FIN mz �e00• No 09752••9G�0% i, HORIZONTAL SECTION G HORIZONTAL SECTION H STEEL. TUBING SUBSTRATE STEEL TUBING SUBSTRATE STAT �% � • � O I O P •tea°°° �Putuus�q Florida Building Code Online j,�. Page 1 of 2 Business & l Professional'-s, Florida DepartmentBCIS Home I Log Io I User Registration Hot Topic. t Submit Surcharge stats & Facts Publications FBC Staff i BCIS Site Map Links Search Busines ll//17*USER: Product Approval �uhpa Profess i rraI Public User Regulation floe'��d 'S _Product Approval Menu > Product or Apolication Search > Application List > Application Detail `rCTdV Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Affirmation 2010 Approved Overhead Door Corporation 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (469)549-7031 mark—sawicki@overheaddoor.com MARK SAWICKI mark—sawicki@overheaddoor.com Mark Sawicki 2501 S. State Hwy 121, Suite 200 Lewisville, TX 75067 (469) 549-7031 mark—sawicki@overheaddoor.com Carol Currence One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330) 763-8091 ccurrenc@wayne-dalton.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from'a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received John E. Scates, PE PE-51737 Intertek Testing Services NA Inc.- ETL/Warnock Hersey 12/31/2013 Kurt Dietrich PE ❑ Validation Checklist - Hardcopy Received FL12111 R3 COI Cert of Ind Scates 2009s.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 4/9/2014 Florida Building Code Online Page 2 of 2 RI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL12111 R3 COC Affirmation for FBC 2010 FL12111R1.Ddf Product Approval Method Method i Option D Date Submitted 10/28/2011 Date Validated 10/28/2011 Date Pending FBC Approval Date Approved 11/09/2011 Summary of Products FL # Model, Number or Name Description 12111.1 770 Series Rolling Sheet Door Wind Load Drawing 220177 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R3 II 220177c s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 20psf, 26psf, 31psf, and 36psf. FL12111 R3 AE Eva[ Rept Model 770 790 r2s.pdf Created by Independent Third Party: Yes See Installation instructions for details. 12111.2 790 Series Rolling Sheet Door Wind Load Drawing 220185 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R3 II 220185b s.Ddf Approved for use outside HVHZ: Yes Verified By: John Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 22psf, 26psf, 31psf, 36psf and FL12111 R3 AE Eva[ Reot Model 770 790 r2s.Ddf Created by Independent Third Party: Yes 41psf. See Installation instructions for details. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: c�Feck sccuritv.u:-riu<s http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 4/9/2014 8 7 6 5 4 3 2 1 REVISIONI .825 1.25 o wn>r nllxri D NOTES 111575f m RFP PDi Ol via Ix 1. DESIGNED AND TESTED W ACCORDANCE WITH B. JAMB CONSTRUC71DN AND DESIGN BY OTHERS. JAMBS MUST BE DESIGNED —� 5 14 A RDA Fn 2 oa 4 FLORIDA BLDG CODE AND INTERNATIONAL BLDG CODE TO WITHSTAND THE MAXIMUM MOMENT, NORMAL, AND PARALLEL FORCES 1.29 50011 g 2. SPACING IS THE CENTER TO CENTER DIMENSION. BOTTOM FASTENER IMPOSED ON THEM BY THE DOOR, AS LISTED BELOW. J_ WITHIN 6 INCHES OF FLOOR GUIDE 1: MOMENT- 1133 IN-LBS PER FT OF DOOR HEIGHT ALUMINUM 0.285 3. PRESSURES LISTED AS d:DESIGN PSF. _ NORMAL- 186 LBS/FT OF DOOR HEIGHT EXTRUSION 1.50 X 1.50 X .125 2 PLCS 4. CONCRETE JAMBS SHALL BE 3DO0 PSI CONCRETE MINIMUM. pARM1n - 356 LBS/FT OF DOOR HEIGHT STEEL ANGLE 5. WOOD JAMBS SHALL BE SOUTHERN YELLOW PINE (SP. GR=CASE) MINIMUM. MOMENT- 1777 IN-LBS PER FT OF DOOR HEIGHT 2.72 D S. APPROVED CONCREGUIDE 2: TE ANCHORS: TAPCON, POWERS POWERBOLT, NORMAL- 248 LBS/FT OF DOOR HEIGHT PVC I I 1 D HILR KWIKBOLT 3 OR EQUIVALENT. WEATHERSEAL 7. STEEL GAUGE THICKNESSES PER DASMA TDS8154. PARALLEL- 646 LEIS/FT OF DOOR HEIGHT ,62 o■ n■ I CURTAIN ".0 1.1 MOMI r �'1DFASTENER LOCATION 2.3] SECTION A —A GUIDE 1 SECTION A —A (ROTATED) GUIDE 2 (STEEL JAMB UP TO 14' WIDE OPENING - AS INDICATED IN CHART B) DEEP GUIDE (14 GA) W/WALL ANGLE (1.33 x 2.75 x 11 GA) ASSY DETAIL DEEP GUIDE (14 GA) ASSY DETAIL DWG 22018E DWG/ 22018E MASONRY/WOOD JAMBS ALL SIZES (STEEL JAMB SHOWN) STEEL JAMBS 14'-1' TO 20'-0' WIDE OPENING _ (STEEL JAMB SHOWN) —20' 0' MAX OPENING WIDTH 81 7 6 28 GA APPROX. 12' 4.064 6' 0' MAX NING HEIGHT CURTAIN DETAIL P/N 220000 r c 2.36 BOTTOM BAR DETAIL WI DLOCKS DETAIL P/N 22001E THREE WINDL/N PER 220130 FDOT HEIGHT U ---11_E�,,-.� �FFLL PEE Ns P.E FL # 12111-R2 GUIDE 1 SPECIFICATION JAMB TYPE 221.22 pef 261.28 psf 31/J7 Psf 1 361.1E psf 1 41L41 psf STEEL Si S7 S2 82 S2 W Wide CONCRETE Ci Ci Ci Cl Cl WOOD W7 W7 Wt W7 W1 STEEL 61 S2 S2 52 S2 10' Wide CONCRETE Cl CI C1 USE GUIDE 2 USE GUIDE 2 WOOD W7 Wt Wt W1 USE GUIDE STEEL S2 S2 S3 12' Wlde CONCRETE C2 USE GUIDE 2 USE GUIDE 2 WOOD I WI USE GUIDE 2 USE GUIDE 2 STEEL S3 33 14' Wlde CONCRETE USE GUIDE 2 USE GUIDE 2 WOOD I USE GUIDE 2 USE GUIDE 2 GUIDE 2 SPECIFICATION JAMB TYPE 221.22 pf 261,26 sf 311-31 psf 36f-36 } 411-41 Psf STEEL USE GUIDE 1 USE DUDE 1 USE GUIDE 1 USE GUIDE 1 USE GUIDE 1 8' Wide CONC SCREW C7 C3 C3 non rcne CONCANCHOR WOOD C4 W2 C4 W2 C4 W3 C4 WJ C4 W3 STEEL USE GUIDE 1 USE GUIDE 1 USE GUIDE I USE GUIDE 1 USE DUDE 1 10' WId. CONC SCREW W C3 C3 , CONCANCHOR HOOD C4 W2 C4 W3 C4 WJ C4 W3 C4 W3 STEEL USE GUIDE 1 USE GUIDE I USE GUIDE 1 S3 S3 12' Wldn CONC SCREW C3 C3 C3 GONG. ANCHOR WOOD C4 W2 O4 V43 C4 W3 04 W3 C4 W3 STEEL USE GUIDE 1 USE GUDE 1 S3 S3 14' Wlde CONC SCREW C3 C3 C3 CONCANCHOR WOOD C4 W3 C4 W3 04 W3 04 W3 STEEL S2 S3 S3 16' Wlde CONC SCREW C3 C3 C3 CONC ANCHOR WOOD C4 I W3 C4 W3 C4 W3 STEEL 53 S3 18' Wldo CONC SCREW C3 C3 CONCANCHOR C4 04 WOOD W3 WJ STEEL 83 20' Wide GONG SCREW C3 TONG ANCHOR WOOD C4 WJ NUMBERS: t.1 t t, t r1 r N/A JAMB AND FASTER DEFINITIONS FASTENER: 81 1/4"-20 SELF DRILLING SCREW 12" SPACING JAMB STEEL 44 GA THICK MIN. 82 1/4"-20 SELF DRILLING SCREW 17' SPACING JAMB STEEL 12 GA THICK MIN. S3 1/4"-20 SELF DRILLING SCREW 6" SPACING JAMB STEEL 12 GA THICK MIN. C1 1/4" TAPCON, 1.75" EMBED IT SPACING C2 1/4" TAPCON, 1.75" EMBED 6" SPACING C3 5/18" TAPCON, 2.25" EMBED 12" SPACING C4 3/8" POWERS POWERBOLT OR 318" HILTI KWIKBOLT 3, 3" EMBED 12" SPACING W 1 1/4" X2.5" TAG SCREW 12" SPACING W2 SIT X2.5" LAG SCREW 12" SPACING W3 3/8" X2.5" LAG SCREW V6" SPACING J 2 sm ■u A S, T S DRAM A46 D vw -" ar Aw DOOR M WINDLOAD, 79 0 CW, PSF THRU +/-41 PSF L� T PLANNING & DEVELOPMENT -SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 3LJ1q-SLt0 -QoYv--00d-9 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number l 90 a— 0a 0g , 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 shall be responsible for assuring adequate drainage so that the immediate community WILL NOT 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. L;7—A j L ce (n /I o.a Property Own r Name (Please Print) Property Owner Signature Date STATE OF FLORIDA, COUNTY OF _'4, /, 1,1A1 ACKNOWLEDGED BEFORE ME THIS t DAY OF 20/ BY eculf, Ga►yo an WHO IS PERSONALLY KNOWN TO ME A- OR WHO HAS PRODUCED AS IDENTIFICATION. SIG OF NOTARY PUBLIC TYPE OR PRINT NOTARY F 735 a ti COMMISSION NUMBER (SEAL) lira vu' MANDOM M. CANNON . : mil► Pubk - Stu a iINIM SLCPDSD Revised 08/24/2010 �, Mi COMMIts� 7352001e JOSEPH E. SMITH,C OF THE CIRCUIT COURT - SAI CIE COUNTY FILE # 3925341 O K 3604 PAGE 884, Recorded /2014 at 10:05 1 Permit No. NOTICE OF COMMENCEMENT Tax Folio State of Florida County of St Lude The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement legal lTesoription of Property: (and street address if available): i('iyc � _"i^r S General description of improvement: Ne- 2- 9- Y 3 6 A /= r*L- 13d 1 Ltl f � Owner information q Lessee i Ithe Name �elGri"'G ill f Vie Address eZ ` 03 S E3- t1--74 for the improvement: Interest in property: c W et e,2, Name and address of fee simple titleholder (if different from Owner listed above): Contractors ContractorA Surety (d applicable, a copy of the Name and address: �Z h is attach ): Amount of bond: $ Lende►Name: Phone Number. Lenders address: Phone number. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7, Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates of to receive a copy of the Uenoes Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECDRDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager i u.) (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 1`,, 5day of 2 2O 14 BY G d 0>✓ ` en1 nlV� as C. for a m o Pe n Type of authority (e g. officer, trustee) Party on behalf of whom instrument was executed YALERIE MCCALL Personally known_ or produced Identification_ (Signatuf Notary Public -State of Florida �N yob PubYc Sfala of Honda(Print, T'or Name lic , 'I LX)979888 Type of Identification produced Imy comm4axpkea May 22, 2014 1:;js 2 Lip /b-1 -� STATE OF FLORIDA ST. LUCIE COUNTY THI IS ERTI TRUE CORRf ORI61 1 Dale, Property Appraiser - St.Lucie Co ', FL Page 1 of 1 Eddie M Cannon Record: 1 of 1 Property Identification Site Address: 385 SANDIA DR Sec/Town/Range: 28 :36S :40E Map ID: 34/28N Zoning: RS-4 Ownership and Mailing Owner: Eddie M Cannon Address: 2433 NE Elson St Port St Lucie FL 34952 Sales Information Date Price Code 12/19/2012 40000 0112 4/20/2012 0 0112 3/20/2012 100 0112 1/14/2003 94000 00 7/9/2002 68000 00 9/5/2001 100 04 9/4/2001 0 01 8/26/2000 100 04 5/20/1996 100 01 4/22/1991 100 01 7/1/1978 39900 00 1/1/1900 0 00 yam] (lil) I ]nl) Deed SP CT CT WD WD QC PB QC QC QC CV CV PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 3419-540-0080-000-8 �01CIE poG ti I Cr Account #: 42757 yRt Use Type: SF Res j City/Cnty: Saint Lucie County Legal Description RIVER PARK -UNIT 5 BLK 45 LOT 26 (MAP 34/28N) (OR 3471-2790) Assessment 2013 Book/Page 2013 Final: 39300 3471/2790 Assessed: 39300 3382 / 2419 Ag.Credit: 0 3373 / 0113 Exempt: 1644 / 0954 Taxable: 1551 / 2987 Taxes: 795.93 1444 / 0968 1453/2011 1323/2265 1016/1188 0735 / 1117 0291 / 0373 0259/1611 BUILDING INFORMATION Total Land and Building Land Value: 8600 Acres: 0.34 Building Value: 30700 Finished Area: 1359 SgFt Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1959 Frame: Grade: C- - C- EffYrBlt: 1959 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth FNW6 - WOOD FEN 6' Y 1 150 AV AV 2007 1 0100-SF Res 260 -Front Ft 100.7 145 UTL3 - UTILITY AVG Y 1 64 AV AG 1999 DWC - Driv-Concret Y 1 600 AV AV 1959 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. 'k1 n•/AxnznxT naelr. nra/nacln/nrr. acn9nrnlir1=;41954nnnRnnnnR 2/19/2014 Page 1 of 1 ding Details Parcel ID: 3419-540.0080-000-8 Card Number: 1 Accc 8 .11 18 ;9 15 15 18 PWA SPAA (240) PArA (177) :10(204) to 7 14 43 7 BAS (1358 ) 18 GAA (378 ) 3 13 34 OPAA (.I82 ) Code Area Perimeter Description BAS- BASE 1359 176 AREA CAA - Garage Attached 378 78 Average OPAA- Cpen Porch 102 74 Attached Average PATA- pall Average 240 62 (Plain Slab) PATA- patio Average 204 64 (Plain Slab) SPAA- Screen Porch 177 58 Attached Average 1�++.,•//�zmnv r�ooln �rrt/r�oelr/1,�eAorr aa„9alrafr-b=\A')000\7S"I0()1 innRramrraecnnnt=d7757 7/1 017ni d Date IssuzcL. 0 Issued By- Date Finated 0 F;itated B} 0 _............................... .._....... ...... ,... ................. ..._................._........................ .............._._....._.. Add Review Please Select A Review to Add or View Reviewer Comments REVIEWER COMMENTS Add Reviewer Comments 1 Edit first 10 Comments/Compliance Dates f ....r _._ _.. _. Comment Comphanc PLEASE SHOW THE PROPOSED BUILDING ON THE SURVBY. THE BUILDING Edit Q-R, ,. , MUST MEET THE FOLLOWING MINIMUM SETBACKS - 15 FOOT REAR AND 7.5 FOOT SIDE. ... .{ . ....__ ....._.... ..._ _........ _.._........... ................ ....... __....._ ... ...._...... . ._. ....._. ON THE SURVEY, PLEASE PROVIDE AN ELEVATION AT THE CROWN OF THE Edit ejete ROAD. THE FINISHED FLOOR ELEVATION FOR THIS PROPOSED BUILDING MUST BE A MINIMUM OF 18 INCHES ABOVE THE CROWN OF THE ROAD. IDENTIFY FINISHED FLOOR ELEVATION ON PLANS. Edit Dele-e LEFT VOICEMAIL MESSAGE FOR MIKE M. ON FEBRUARY 19 TO CONTACT ME REGARDING COMMENTS. AS OF DATE HE HAS NOT RETURNED PHONE CALL, 2%19)2014 yohnsocd W tr V Gt A t" i I'n c��—o g Tuesday, Feb 25, 2014 09:47 AM r Page 1 of 1 BUILDING & CODE SYSTEM You are logged In CDCIS\humphrera aS: Version 21.13A Property ! Valuation ! Property Alert I Edit Permit! Search Permit! Review I Inspection' Permit Fee/Payment I Misc Fee I Contractor ( Reports I Maint I Fiscal Post Date I Permit Status was changed to 'Issued' since Permi/ZoninRenew fee has been paid AND all Reviews have been completed £ Submit Query Print REVIEWS Print Review Comments Form -All com Permit # Print Review Comments Form - Non cor Enter Permit #: (Press ENTER) 1462-0209 1402-0209 Email Info For Reviewer Comments PERMIT INFORMATION Permit #: 1402-0209 Job Address: 1385 SANDIA DR Parcel #: 3419-540-0080-000/8 Master Permit #: 0 Permit Type: ISHED GREATER THAN 144 SF Permit Status: 113encling Job ADD A NEW 22'X35' METAL SHED ON SLAB WITH 12"X16" FOOTING 3000 PSI 4" THICK Description: IWITH WIRE MESH Date Issued: Issued By: 0 Date Finaled: 0 Finaled By: 0 CREVIEWS Add Review _ J Please Select A Review to Add or View Reviewer Comments i ? Review Type Status ! Reviewer 1 Date Sent 1 Date Started { Date Comple Sent Corn Returned Com Date Last Cha Last Char ........................... ...........I.......... _.......................... ........................... ............................... ..... ..................... ............ .......................... .I.................. ................................. Select To Edit Add Or View eC iete Cm. nt,.... ,..... .................. .I............. ......................... :......................................1........... :DOCUMENT'S .DAWN MISSING PENDING : MILONE .... _............ ... .... .... ..... ........... ..........................................................._.............� 2/18/2014 _. .. ... ............ _ . .. ............... ..... .... Select To Edit Add Or View Delete - FRONT DAWN 'COUNTER .COMPLETE 2/18/2014 ........ Comments MILONE REVIEW .. .... ' .. j .............. ................ _ _._................. ...._........... .. ..... j Select ToZCNING Edit Add Or View Delete ! INCOMPLETE jOHNSON 2/18/2014 l 2/19/2014 ' 2/19/2014 i ! 2/19/2014 johnsonj Comment. REVIEW _._ _.- ----- Select To Edit Add Or View Delete ENVIRONM PENDING ! 2/13/2014 l 1 2/18/2014 miloned omm n . ............... REVIEW ,. .._... .._......... .<....._..... ........ ............._........ .......,...............«..... .. ..... .... .... ... .._.. ....... .... ..................... ..................... ..........:. ................., Select To PLANS i Edit Add Or View . Delete EXAMINER c PENDING 2/19/2014 i !,Comments 1......................................... _................. :.................... .................. REVIEW :.................................... _i..._......._........................ t............................ ........ :......................... ............ :...................................... ...................................... :................................................_...._.....__........................._............................_.................. REVIEWER COMMENTS e Add Reviewer Comments I Edit first 10 CommentsfCompliance Dates Comment { Compliance Date Date Entered Entered D/ Date Last Changed ( Last Changed By There are no Review Comments listed for this Review. Select Review and click 'Add Reviewer Comment'. http://code/(S(olkjepuedlzkr2rprecgOudf))/Add EditReview.aspx 2/25/2014 Edward Roseberry From: Mike_Martin@orlandosteel.com Sent: Friday, March 28, 2014 11:40 AM To: Edward Roseberry Subject: RE: Sellick project Permit #1402-0209 RE: Sellick project Permit #1402-0209 Ed after careful review it looks like we need to downsize the garage door to a 1410 with fl#12111.2 which would gives us 36/-36 design pressure. Mr. Sellick indicated that he would physically change it on the plan it that will work without us having to go back to the engineer or could you release the permit with the stipulation we will provide you a new set of plans before the final inspection. Would one or the other be OK? Respectfully, Mike Martin Vice -President OSE Metal Building Division From: Edward Roseberry [mailto:RoseberrvE@stlucieco.org] Sent: Friday, March 28, 201410:50 AM To: Mike Martin@orlandosteel.com Cc: Edward Roseberry; mikemiranda3074@aol.com;'bsellick55@aol.com' Subject: Sellick project Permit #1402-0209 Mr :Martin, I am Ed Roseberry, the guy referenced in your previous communication with Mr Sellick concerning required product approval for the roll up door to be used in Mr Sellicks project. As the Plans Examiner for this project, 1 have reviewed the submitted product approvals, and, per guide table a specij;cations for 16' wide doors, your door does not meet the required design pressures specified by your design professional. Please note I have waived the required 75.00 2nd review fee in order to assist Mr Sellick in getting his permit issued as soon as possible. Your assistance in helping us achieve this will be appreciated. Thank You, Ed Roseberry St Lucie County Code Compliance Div. \ 772-462-1573 IF YOU DON 'T HAVE TIME TO DO IT RIGHT THE FIRST TIME, HOW WILL YOU FIND TIME TO FIX IT 7? 1 Edward Roseberry From: Edward Roseberry Sent: Friday, March 28, 2014 10:50 AM To: 'Mike_Martin@orlandosteel.com' Cc: Edward Roseberry; mikemiranda3074@aol.com; 'bsellick55@aol.com' Subject: Sellick project Permit #1402-0209 Mr Martin, I am Ed Roseberry, the guy referenced in your previous communication with Mr Sellick concerning required product approval for the roll up door to be used in Mr Sellicks project. As the Plans Examiner for this project, I have reviewed the submitted product approvals, and, per guide table 2 specifications for 16' wide doors, your door does not meet the required design pressures specified by your design professional. Please note I have waived the required 75.00 2"d review fee in order to assist Mr Sellick in getting his permit issued as soon as possible. Your assistance in helping us achieve this will be appreciated. Thank You, Ed Roseberry St Lucie County Code Compliance Div. 772-462-1573 IF YOU DON'T HAVE TIME TO DO IT RIGHT THE FIRST TIME, HOW WILL YOU FIND TIME TO FIX IT?? Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error. please notify the sender by reply e-mail and delete all materials from all computers. Planning & Development Services Building A Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 385 Sandia Dr City / State I Zip: Port St Lucie, FI 34983 Parcel #: 3419-540-0080-000/8 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1402-0209 Permit Type: SHED GREATER THAN 144 SF CONTRACTOR INFORMATION Contractor Name: Michael J Miranda Business Name: Group One Construction & Dev Inc Business Addr: P.O. Box 347 City / State / Zip: Jensen Beach, FI 34958 REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Eddie M Cannon Jurisdiction: SAINT LUCIE COUNTY Lot#: 26 Block: 45 Stories: Automatic Sprinkler System? No Review Type Status Reviewed By DOCUMENTS MISSING PENDING Dawn Milone 2/18/2014 Comment: FILLED LANDS AFFIDAVIT 3/5/2014 Comment: VEG PERMIT "C" NO FEE ENVIRONMENTAL REVIEW COMPLETE Jennifer Evans Comment: FRONT COUNTER REVIEW COMPLETE Dawn Milone Comment: Fax Number: 772-334-0804 Email: Mikemiranda3074@AoI.Co m Date Started Date Completed Date Released 211812014 315/2014 3/5/2014 2/18/2014 211812014 PLANS EXAMINER REVIEW.r INCOMPLETE Ed Roseberry 3/2512014 3/25/2014 Comment: PLEASE INCLUDE PRODUCT APPROVALS WITH DESIGN PRESSURES FOR GARAGE DOOR,PER ENGINEERS NOTE UNDER GENERAL NOTES. ZONING REVIEW COMPLETE Jeffrey Johnson 2/19/2014 3125/2014 312512014 Comment: I-ACL^)L- ABBREVIATIONS FOUND M' LOT 26 B ��K 45 W " IRON ROD BLOCK45 ' J NO X FOUND 3t8' A9 S88°20'04"E 145.57' M) IRONROD 1 co M X ( NO ID WOOD FENCE NN WPP Q c ` ,p�� i CONCRETE •`. <r - 0 b W ' o _ i°�ERH n+EraL'can _ `- �,'� ��a : �.:� ✓ - 'SHED . . X o � _ Cam 2 �n La p Ff �c,6 aa0 0 4: (a ti.. - •,'.: ��� : P`r ti� P �l 5�' LOT 27 "� ( Q m • G�GQ �Fs+� 02p" • 0 ? x BLOCK45 cn .-� .- \ �� �2 • X .yam W co O ccy cSPF - �� r• 0 �, $ co • � � 60 ......: ...-,' :..ASPHALT::'.. :... •.: � - NOTE: ALL ELEVATIONS ARE IN NAVD'88 FOUND XF 1IRON ROD 8 CAPfi 7025 c SURVEYORS' NOTES: 1.1 HEREBY'CERTIFY this survey meets Minimum Technical Standards pursuant to Section 472.027, Florida Statutes. 2. The survey map and report and the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 3. Underground or obscured improvements were not located 4. Dimensions are record and field unless otherwise noted. 5. Stated dimensions take precedence over scaled dimensions. ! i 6. This firms Certificate of Authorization Number is LB 6788. 7. Additions or deletions to survey maps or reports by other than the signing SIGN, party or parties is prohibited without written consent of the signing party or parties. MAR 8. Survey subject to reservations, restrictions, easements and rights -of -way PR_ of record. (This survey has been completed in the absence of a title insurance policy). FLORIDA 9. Location map is gleaned from online mapping sites and and is only approximate. fast 1t� q CENTERLINE RAN RIGHT-OF-WAY SEC SECTION TWP TOWNSHIP CB CATCH BASIN LP UGHTPOLE WPP WOOD POWER POLE RGE RANGE UNREC UNRECORDED CLF CHAIN LINK FENCE WF WOOD FENCE CONC CONCRETE FD FOUND COV COVERED WM WATER METER CBS CONCRETE BLOCK STRUCTURE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PROPERTYADDRESS: 385 SE SANDIA DRIVE PORT ST. LUCIE, FL 34983 FLOOD ZONE: 'r Panel No: 12111 C 02901 Date: FEBRUARY 16, 2012 CERTIFIED TO: 1. MICHAEL CANNON LEGAL DESCRIPTION: G3 f :t LOCATION MAP NTS LOT 26, BLOCK 45, RIVER PARK- UNIT 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE(S) 31, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MIN. SETBA i FRONT SIDES '— CNR SIDES � . i REAR 1% rr ZNG. Jl f— TECH. X S14010046 SITEPLAN CD 03-05-14 BOUNDARY SURVEY JI CD 01-22-14 / JOB# PURPOSE FIELD DRAFT DATE SITE PLAN PM SURVEYING W LICENSED BUSINESS No. 6768 .. DATE:01-22-14 4546 CAMBRIDGE STREET WEST PALM BEACH. FL 33415 MAPPER OFFICE 561-478-7764 FAX 561-478-1094 Please visit us on the web @ www.pmsurveying.net FOUND 3r8' LOT 26 LOT 21 I , IRON ROD BLOCK45 i BLOCK45 NO !D FOUND M' } S88°20'04'E 145.57(M) IRO ROD NOD i WOOD FENCE Iypp ` CONCRETE 0 METAL- N SHED �/ o m M 150 FG O�2 7' 22.0Lu GG� o N \ 60 m C o o p O "' ? . v Lb,. m 0.2 ����Q �P� 2C. 2.07 ' FOUND o�Gti GQ� N 5 CUT x^ G GOB o 80 — ° -- S86 06 58„ W 106.52 M 107.32' PLAT CONCRE'i E WALK �..: FOUND 3 8' , ... :.'..: :...:.:..: .. IRON ROD P/LB 7025 .....:::::.::: SE NARANJA AVENUE ASPHALT.. ABBREVIATIONS CENTERLINE R/W RIGHT-0E-WAY SEC SECTION TWP TOWNSHIP W CB CATCH BASIN U LP LIGHTPOLE o C/) Cl) WPP WOOD POWER POLE RGE RANGE UNREC UNRECORDED a CLF CHAIN LINK FENCE ti WF WOOD FENCE o C7 CONC CONCRETE J, - FD FOUND COV COVERED WM WATER METER CBS CONCRETE BLOCK STRUCTURE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT LOT 27 BLOCK45 PROPERTYADDRESS: 385 SE SANDIA DRIVE PORT ST. LUCIE, FL 34983 "° • .-�- ��C� FLOOD ZONE. OC" Panel No: 12111C 02901 Date: FEBRUARY 16, 2012 FOUND 3/8' � b IRON ROD CERTIFIED TO: d CAP/LB 7025 1. MICHAEL CANNON W (t�f LOCATION MAP NTS LEGAL DESCRIPTION: LOT 26, BLOCK 45, RIVER PARK - UNIT 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE(S) 31, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. -51':' / 0,�Z D 7 NOTE: IN ELEVATIONS IS14010046 FORMBOARD JH CD 04-24-14 N NAVD ADDED TIES MDL 04-16-14 REV SITE PLAN CD 04-03-14 SITE PLAN CD 03-05-14 BOUNDARYSURVEY JI CD 01-22-14 SURVEYORS'NOTES.- JOB# PURPOSE FIELD DRAFT DATE 1.1 HEREBY CERTIFY this survey meets Minimum Technical Standards ^^ II pursuant to Section 472.027, Florida Statutes. F O R M B OA R D T Ij E "' IN I 2. The survey map and report and the copies thereof are not valid without the sk�'1yotijx, signature and the original raised seal of a Florida licensed surveyor and mapper. 3. Underground or obscured improvements were not located. 4. Dimensions are record and field unless otherwise noted. � �.�' 'b;ItPM SURVEYING 5. Stated dimensions take precedence over scaled dimensions. ` + 8�,x *' " s `�'""� ! LICENSED BUSINESS No. 6788 6. This firm's Certificate ofAuthorization Number LB 6788. �. 7. Additions or deletions to survey maps or reports by other than the signing SIG „`E .. s PJA party or parties is prohibited without written consent of the signing a orarties. D. i� t t . a DATE: 01-22-14 4546 CAMBRIDGE STREET 9P ril' P 8. Survey subject to reservations, restrictions, easements and rights-of-wayMARIG(a"�e�ta,y= 1 WEST PALM BEACH, FL 33415 of record. (This survey has been completed in the absence of a title insurance policy PROFES ,1l9aPPER OFFICE 561 478-7764 9. Location map is gleaned from online mapping sites and and is only approximate.) FLORIDA Cam`' FAX 561-478-1094 +'�• L 1'l Please visit us on the web @ www.pmsurveying.net