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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED p Q /�115K Date. 10/22/2019 Permit Number: l 1 © ' 2z RE EiVF�D Building Permit Applicatio OCT 2 3 2019 Planning and Development Services ST. Lucie County, Permitting Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential PERMITTYPE: ROOFIN G PROPOSED IMPROVEMENT LOCATION Address: 3100 N HIGHWAY A1A, FORT PIERCE, FL 34949 Property Tax ID#: 1425-606 Lot No. Site Plan Name: SANDS ON THE OCEAN Block No. Project Name: SANDS ON THE OCEAN SECTION 1 DETAILED DESCRIPTION OFWORK: ; REMOVING EXISTING ROOF SYSTEM TO CONCRETE SUBSTRATE. REPLACING WITH SOPREMA TAPERED MODIFIED BITUMEN ROOFING SYSTEM OVER CONCRETE DECK. CONSTRUCTION'INFORMATION:' Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator X_Roof _FLAT_Pitch Total Sq. Ft of Construction: 12,880 Sq. Ft.of First Floor: Cost of Construction.$ 721,737.00 Utilities: _Sewer _Septic Building Height: O.WNER/LESSEE: CONTRACTOR: Name THE SANDS ON THE OCEAN,A CONDOMINIUM SECTION 1 ASSOCIATION INC Name:STEPHEN DALE BISCHOFF II Address:3100 N HIGHWAY A1A Company:VERO BEACH ROOFING INC City: FORT PIERCE State: FL_ Address:835 10TH AVE SW Zip Code: 34949 Fax: City: VERO BEACH State:FL Phone No.772-766-9229 Zip Code: 32962 Fax: E-Mail:TRACYH@ADVPROPMGT.COM Phone No 772-770-3782 Fill in fee simple Title Holder on next page(if different E-Mail VEROBEACHROOFING@HOTMAIL.COM from the Owner listed above) State or County License CCC1330283 If value of construction Is$2500 or more,a RECORDED Notice of Commencement Is required. If value of HVAC is$7,500 or more,a RECORDED'Notice of Commencement is required. 'SUPPLEMENTAL CONSTRUCTION LIEN."LAW INFORMATION DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: X_Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _X_Not Applicable BONDING COMPANY: _X—Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY LT I OUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OFC MMENCEUST B ECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF U I EN O AIN F ANCING, CONSULT WITH YOUR LENDER OR u AN ATTORNEY BEF RE RECORDING YO R N ICE F COENCENT."-1W )�� id--Z Signature of Ow er/Lessee/Contracto as Agent f r Owner Signature o ractor/ icense Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S-�-• L COUNTY OF Sk, x,36-e- The The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this a- day of 7TJ\u 201a by this P�a day of 30 1�4 2011J by Name of person making statement. Name of person making statement. Personally Known X —OR Produced Identification Personally Known X —OR Produced Identification Type of Identification Type of Identification Produced Produced .0 (Signature Lff Notary Public-StaRACY (Signature f Notary Public-State of I r' .v �{ 'f• ¢F Notary Public-State of Florida 1y+�a/ TRACY L HOCHENDONER COmmI55I0n NO. �y/ ® ' C Cpmmission#GG 224297 ,P• Public-State ofFlorid (1R�E'drfim.Expires Jun 3,2022 Commission No.C - la�T'I y �� ommis:ion#GG 224297 Banded through National Notary Assn. s�� My Comm.Expires Jun 3,202 Bonded through National Notary Ass. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 2/7/19 EEE .-. Atlantic & :Caribbean Roof Consulting. 95001North Hiatus Road,Sunrise,FL. 33351rmitting QAAC�R:CCertificate of Authority No.:9036 ROOF COVERINGS ATTACHMENT CALCULATIONS Page.1 of! .Date: 10/15/2019 ACRC#,19-0600 CLIENT: VERO BEACH ROOFING,INC. PROJECT NAME: THE SANDS CONDOMINIUM PROJECT ADDRESS: 3100 NORTH HIGHWAY A1A FORT`PIERCE,.FLORIDA 34949 PROJECT DATA: HEIGHT:(FEET) 170.0 PRESSURE COEFFICIENT: SLOPE: <7.DEG.. YES Kz=2.01[(HEIGHT/700)^.(2/11,5)] CONT. PARIPET WALL:>=3' YES Kz= 1.57 ENCLOSURE CLASS: :ENCLOSED RISK CATEGORY: 11 REGION`. SOUTHEAST DESIGN WIND SPEED: 170 MPH EXPOSURE: D VELOCITY PRESSURE: qz qz= 98.82 Kzt=1.0 Kd=0:85 Dqz 59.29 UPLIFT.PRESSURES: DESIGN CRITERIA: FLORIDA BUILDING CODE P1= 83:01 PSF EDITION-2017 P2= 136.38 PSF WIND DESIGN PER ASCE 7-10 P3= 136.38 PSF (133 = P2 SINCE PARAPETS ARE>/=3') V►EwE® FOR ' RE pL1A C;®®E C®M�;p'lJ � File COP'7 Atlantic & Caribbean Roof Consulting ACRO 5001 North Hiatus Road,Sunrise, FL. 33351 ROOF COVERINGS ATTACHMENT CALCULATIONS Page 2 of 2 Date:10/15/2019 ACRC#19-0600 SYSTEM TYPE: ONE OR MORE LAYERS OF INSULATION ADHERED WITH APPROVED ADHESIVE SYSTEM DATA: MANUFACTURER:. SOPREMA NOA OR-PRODUCT APPROVAL NUMBER: 15-0709.14 PAGE NUMBERS: PAGES 45-46 DECK MATERIAL: CONCRETE PER NOA BOTTOM INSULATION: MIN. 1.5" PER NOA TOP INSULATION: MIN.0.25".SECUROCK BASE SHEET: PER NOA MEMBRANE: PER NOA DESIGN PRESSURE:(PSF) -337.50 CONSTRUCTION TYPE: RE-ROOF ATTACHMENT: INSULATION: ADHERED PER NOA BASE SHEET: PER NOA MEMBRANE: PER NOA 0 `,,g111111111�1//1fI11j�,i tie`, .•••NSE CALBY: 6 RAID Li _ L AfT E. Dl9itallY sigrretl EYlRandall NO.. S +~o W Fowler {+ Qj U y Randall F owler E=rfn�ler �'Rindaa..not, O=ACRO,CN='Rantlall Fowler' I�Date:2018.10.17 j V ,,:4622-04'(10 RECEIVED MIAMI-DADE OCT 2 3 2019 MIAMI-DADE COUNTY ST. Lucie County, PermitMWO UCT CONTROL SECTION 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy Soprema,Inc. 310 Quadral Drive Wadsworth,OH 44281 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems over Concrete Decks. 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 renews and revises NOA No. 14-0603.07 and consists of pages 1 thr u 160. The submitted documentation was reviewed b Jorge L.Acebo. oh Y g Y_�� d�IREVIEWED CODEC. M ANCES.r. L�CuNA No.: 15-0709.14 MIAMI•DADE COUNTY Expiration Date: 03/01/21 i O C lle ���"����'Date: 03/17/16 Page 1 of 160 Membrane Type: SBS Deck Type 3I: Concrete Decks,Insulated Deck Description: Min.2500 psi structural concrete or concrete plank System Type A(13): One or more layers of insulation adhered with approved adhesive All General and System Limitations apply. Vapor Barrier: Elastophene SP 2.2,Colphene SP 2.2,Elastophene SP 3.0, Colphene SP 3.0, (Optional) Sopralene 180 SP 3.0, Sopralene 180 SP 3.5,Colphene 180 SP 3.5, Sopralene 250 SP,torched applied to ASTM D 41 primed concrete deck. One or more layers of any of the following insulations. Base Insulation Layer(Optional): Insulation Fasteners Fastener (Table 3) Density/ft' H-Shield,M-Shield,Sopra-ISO r,ACFoam-11, Sopra-ISO s,ISO 95+GL,Multi-Max FA-3, Sopra-ISO x,ENRGY 3 Minimum 1.5"thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board Minimum 1/" thick N/A N/A Note: All insulation shall be adhered to the vapor barrier or deck in Duotack or Duotack Neo applied in continuous 1/Z"wide ribbons maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Base Sheet: Elastophene Sanded, Colphene Sanded,Elastophene Sanded 2.2,Elastophene Sanded 3.0,Elastophene PS*,Elastophene PS 3.0*,Elastophene HS,Elastophene HS 62,Elastophene 180 Sanded, Colphene 180 Sanded, Sopralene 180 Sanded 2.2, Soprabase,Elastophene 180 PS*, Colphene 180 PS*, Sopralene 180 PS 2.2*, Sopralene 180 Sanded, Sopralene 180 PS*, Sopralene 250 Sanded adhered in COLPLY Adhesive, COLPLY Modified Adhesive, COLPLY EF Adhesive at a rate of 1.5 gal./sq. or adhered in hot asphalt at 25 lbs./sq. Or oyElastophene Flam*,Elastophene Flam 2.2*,Elastophene SP 2.2, Colphene SP 2.2, Elastophene SP 3.0, Colphene SP 3.0,Elastophene Flam HS*, Sopralene 180 SP 3.0, Sopralene 180 SP 3.5, Colphene 180 SP 3.5, Sopralene Flam 180*,Colphene Flam 180*, Sopralene Flam 250*, Sopralene 250 SP,Colvent TG, Colvent 180 TG,Colvent Flam TG*, Colvent Flam 180 TG*,torch-applied. NOA No.: 15-0709.14 MAMI•DADE COUNTY Expiration Date: 03/01/21 Approval Date: 03/17/16 Page 45 of 160 Membrane: Elastophene FR GR,Elastophene LS FR GR,Elastophene GR, Sopralene 180 FR GR, Colphene 180 FR GR, Sopralene 180 Ultra FR GR, Sopralene 180 FR+GR, Sopralene 250 FR GR,Colphene 250 FR GR, Sopralene 250 Ultra FR GR, Sopralene 250 FR+GR, Soprastar Sanded, Sopralast 50 TV Alu Sanded adhered in COLPLY Adhesive, COLPLY Modified Adhesive, COLPLY EF Adhesive at a rate of 1.5 gal./sq. or adhered in hot asphalt at 25 lbs./sq. Or Elastophene Flam FR GR,Elastophene Flam LS FR GR,Elastophene Flam GR, Soprastar Flam, Sopralene Flam 180 GR, Colphene Flam 180.GR, Sopralene Flam 180 GR 3.5, Sopralene Flam 180 FR GR, Colphene Flam 180 FR GR, Sopralene Flam 180 FR GR 3.5, Sopralene Flam 180 Ultra FR GR,Sopralene Flam 180 FR+ GR, Sopralene Flam 250 FR GR,Colphene Flam 250 FR GR, Sopralene Flam 250 Ultra FR GR, Sopralene Flam 250 FR+GR, Sopralast 50 TV Alu, Sopralene Flam Antirock,torch-applied. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications. Apply any coating listed in Table 4 above, or any Miami-Dade approved coating system. Maximum Design -150 psf.with DensDeck Prime(See General Limitation#9.) Pressure: -337.5 psf.with SECUROCK(See General Limitation 49.) NOA No.: 15-0709.14 MAMI•DADE COUNTY Expiration Date: 03/01/21 RUNHIM, Approval Date: 03/17/16 Page 46 of 160 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official, a revised fastener spacing,prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-0709.14 MIAMI•DADECOUNTY Expiration Date: 03/01/21 Approval Date: 03/17/16 Page 160 of 160