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Home My WebLink AboutSUBMITTED PAPERS7. Owner Information Name: Address: City: State: Zip: r Phone: 9. Value of Construction: $ I 7CO, Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval DATE: FEES DUE: RECEIPT Permit #: St. Lucie County Building & Zoning SCgNN 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 St C eY EU ® • , Tel. 772-462-1553 UCie C,QUnt APPLICATION FOR ROOF PERMIT y ��// SEE REVERSE SIDE FOR INSTRyyTIONS _ 1. Location/Site Address: 156- ��"7�7�/I'C? �� J�/��/� �V--- 2. Parcel ID Number: 2 `f/ " ' 11 " V111'3 - Office Use Only Section Township Range Map Page niiqg I L nd Use I Ini'tials I 2 • "�' C. e- —A k D90y 3. Description of Project or Work Activity:ilt 4. Total Roof Area (square feet): '45-6 C) 5. Roof Pitch: Olaf 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Tar & Gravel f Modified Bitumen [ ] Wood Shake / Shingle Other [ XN.O.A. or Florida - Product Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 8. Contractor Information FL Reg/Cert #: County Cert #: Business Name: Fees Due: Receipt #: CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. 0?(VJ Lr PRINT QU LIFIERS/OWNERS NAME SIGNAT V OF QUALR/OWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 /U , BY IS PERSONA LY E OR HAS PRODUCED AS IDENTIFICATION G7,i'Y �+xi/f HARRY S. SHAMROTH SIG A URE O NOTAR TYPE OR OkINT NAME • A YMY COMMISSION # RR78799 l ! ��' EXPIRES April 05,�014 COMMISSION BER 'Y 'C0�' tao7)oee•o�s3 FlodaeNof✓xr 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. Building activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Total Roof Area 5. Type of Roof 6. Owner Information 7. Contractor Information 8. Value of Construction Indicate the street address or general location of the property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. Indicate the type of roof being repaired or resurfaced. Indicate the name and address of the owner of the property on which building activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. 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. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St. Lucie County Roof Permit Application rev. 3/1/2009 ED WILLIAMS ROOF CONSULTANTS FILE CC F"l-Ilk I BASE SHEET ATTACHMENT CALCULATIONS Project Address Margaret Guadagnino 756 Altura St Port St Lucie, FL 34952 Deck Substrate Plywood Non -Insulated Mean Roof Height <15 Feet Configuration Low Slope Parapet Height 0.0 Feet Exposure Condition C Roof Area 288 Sq. Ft. Design Wind Speed 150 mph Roof Width 12 Feet Perimeter Width 3.0 Feet Roof System Product Approval No. System Design Pressure Uplift Pressures Field Perimeter Corner JM 06-0417.09 Pages 15 & 16 -52.5 psf 49.0 psf 82.2 psf 123.7 psf Perimeter & Corner Width 3.0 Feet RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in the laps at 8 inches o.c. 3 rows in the field of the sheet at 8 inches o.c. Perimeter 1 row in the laps at 6 inches o.c. 3 rows in the field of the sheet at 6 inches o.c. Corner 1 row in the laps at 5 inches o.c. 4 rows in the field of the sheet at 5 inches o.c. 150 mph design wind speed These calculations are based on ASCE 7-05, and information provided by the contractor. Sincerely, Ed Williams Roof Consultants, LLC. �&"' �'� WJ__ Edwin L. Williams, RRC, RRO President/Senior Consultant ewilliamsrrc(cDmsn.com _'Q% a,N%n L. Wilglift �K' � �.v�'�o°r s R01, Inc Ed Williams Roof Consultants, LLC + 2055 S.E. Mantua Street + Port St. Lucie, FL 34952 Ed@EdWilliamsRoofConsultants.com • www.EdWilliamsRoofConsultants.com Fax: 772.335.4932 • 888.714.3972 • 772.335.5832 M I A M I DAL7E _ M[AM I-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375-2908 Johns Manville Corporation 717 17`e Street Denver, CO 80202 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 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.uct Control BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cotmty Prod Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTTO Rag Systems Over Wood 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 di then it shall be done in its entirety. splayed, 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 NOA No. 03-0212.01 and consists of pages I through 16. The submitted documentation was fCYleWed by Jorge L. ACebo / NOA No.: 06-0417.09 t 4fle Expiration Date: 06/14/1) Approval Date: 06/22/06 Page 1 of 16 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Roofing APP Modified Bitumen Deck Type: Wood Maximum Design Pressure -52.5 psf Fire Classification: See General Limitation #I TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Test Product S ecification — Descdktion JM APP Base 150 sq. ft. roll ASTM D 5147 APP modified asphalt, fiberglass reinforced, smooth surfaced base sheet. APPeX 4S 32.8' x 3.281; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I, grade S reinforced, smooth surfaced membrane. axw!4AW4 32.8' x 3.28; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I grade G reinforced, mineral surfaced membrane. APPeX 4.5MFR 32.8' x 3.28; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I grade G reinforced, fire -retardant, mineral surfaced membrane. APPeX 180 32.8' x 3.28'; 90 ASTM D 6222, APP modified asphalt, polyester lb. roll type I, grade G reinforced, smooth surfaced membrane. Bicor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt, reinforced, granule surfaced membrane. Tricor MFR 39-3/8" x 34' ASTM D 6223 APP modified asphalt polyester /glass reinforced, granule surfaced membrane. Bicor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. Tricor S 39-3/8" x 34' ASTM D 6223 APP modified asphalt, polyester / glass reinforced, smooth surfaced membrane. 36' x 108'; ASTM D 4601 Type II asphalt impregnated and coated 72 lb. roll glass fiber base sheet NOA No.: 06-0417.09 Expiration Date: 06/14/1 ! Approval Date: 06/22/06 Page 2 of 16 Product Dimensions Specification Test Product Desc� EjR] on Ventsulation 36" x 36' ASTM D 4897 Heavy duty fiber glass base sheet Type 11 impregnated and coated on both sides wit], asphalt with or without fine mineral stabilizer. JM Topgard Type B ASTM D 1227 Fire rated, fibered, non -asbestos, clay water base asphalt emulsion. JM Fibrated Aluminum ASTM D 2824 Fire rated, fibered, non Roof Coating aluminum coating. -asbestos JM Premium fCoating ered ASTM D 2824 Fi Aluminum Roof Coating rated, fibered, non -asbestos asphalt aluminum coating. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer ENRGY 2, ENERGY 3, PSI-25 Isocyanurate Insulation. (With Current NOA) Johns Manville ENRGY 2 Composite Polyisocyanurate insulation laminated to perlite. Johns Manville ENRGY 2 Plus PoIyisocyanurate insulation laminated to Johns Manville wood fiber. Fesco Foam, DuraFoann Isocyanurate Insulation with perlite facer Johns Manville Retro-Fit Board, DuraBoard A high -density perlite roof insulation. Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Fiber Glass Roof Insulation Fiberglas roof insulation. Johns Manville ACFoam U Isocyanurate Insulation Wood Fiberboard Regular wood fiber insulation Atlas Roofing Corp. High Density Wood Fiberboard Generic High Density Wood Fiber insulation board. Perlite Insulation Board Perlite Generic Insulation Type X Gypsum Generic Gypsum Wallboard XPS Generic Extruded polystyrene Structodeck Generic High Density Wood Fiber insulation board. Masonite _ G NOA No.: 06-6417.o9 Expiration Date: 46114111 Approval Date: 06/22/06 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Number Product Name Manufacturer Description Dimensions (With Current NOA) l • UltraFast Insulation fastener for wood and steel. Johns Manville 2• UltraFast ASAP Pre -assembled Insulation fastener and plate Johns Manville 3. UltraFast Metal Plate Galvalume AZ55 steel plate 3" square & q Johns Manville 3" round 4. Olympic Fastener # 12 & Insulation fastener #14 Olympic Mfg. Group 5. Olympic Fastener ASAP Pre -assembled Insulation fastener and plate OIYmPic Mfg. Group 6. Olympic G-2 Galvalume AZ55 steel plate 3.5 " round 01 ympic Mfg. Group 7. Olympic Standard Galvalume A250 steel plate 3" round Olympic Mfg. Group 8. Tru-Fast Insulation fastener for steel The Tru-Fast Corp. and wood decks 9. Tru-Fast Plates Galvalume AZ55 steel plate 3" round The Tru-Fast Corp. EVIDENCE SUBMITTED: Test A ency Test Identifier Desc Date Factory Mutual Research Corp. J.I. OXOA9.AM J.I. OW6A2.AM Wind Uplift 03/25/94 J.I. OX7A4.AM Wind Uplift 02/05/93 Wind Uplift 08/26/93 J.I. 3001482 J.1. 3002823 08/11/98 J.1. 3003468 04/01 /99 J.I. 3007148 02/02/00 3009499 04/ 19/00 3011248 4470 04/04/01 3012974 4470 11 /01 /02 Underwriters Laboratories, Inc. 4450 /0/02 R-10400 Published Annually Exterior Research & Design, LLC #4361-2.04.97-1 TAS 114(J) — Wed Uplift 04/15/97 10390A.12.97.1 TAS 114(J) - Wind Uplift 12/15/97 10390A.10.97-1 TAS 114(J) — Wind Uplift 10/15/97 10391.01.03 TAS 1 l4(J) & TAS 117 (B) 01/29/03 rvi'iNOA No.: 06-0417.09 Expiration Date: 06/14/11 qW Approval Date: 06/22/06 Page 4 of 16 Membrane Type: APP Deck Type 1I: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: (Option #1) One ply of JM APP Bas Ventsulation mechanically fastened to h JM1U1traFastase uOir ecwitis o Tru-Fast metal plates and fasteners at a 4" side lap 12" o.c. and two rowsstaggered in the center of the sheet 18" O.C. (Maximum Design Pressure -45 psf -See General Limitation #9.) (Option #2) Minimum two plies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the sheet 12" o.c. (Maximum Design Pressure -52.5 psf - See General Limitation #7.) (Option #3) Minimum two plies of JM PermaPly 28 or Ventsulation simultaneously fastened to the deck with JM Ultrafast fasteners and Metal Plates spaced 9" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Maximum Design Pressure -52.5 psf -See General Limitation #7.) Ply Sheet: (Optional) One or more plies of JM APP Base, APPeX 4S or APPeX 180 heat welded to base sheet. Membrane: One or more plies of APPeX 4S, APPeX 18 heat welded. *��WPPeX 4.5 MI R Surfacing: (Optional) Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets. 1. 400 lb./sq. gravel or 300 lb./sq. slag in a flood coat of approved moppi asphalt at a rate of 60 lb./sq. ng 2. Karnak 97, Karnak 97 AF, Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde Aluminum, JM Topgard Type A, Topgard Type 13, JM Aluminum RF CT, Grundy AL MB aluminum coating at a rate of 1-1/2 gaUsq Monsey Aquabrite, Gardner asphalt emulsion, APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 2'/z gaUsq or APOC 212 Aluminum Roof Coating at 3 gal/sq. 3. Grundy 20 F asphalt emulsion, Endure Asphalt Emulsion, AF applied at 2% gal/sq with Optional 601bs./s of roofing 'OC 302 or 302 embedded in wet coating. p q g granules Maximum Design Pressure: See Fastening Options Above NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: 06/22/06 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 inaximunw design pressure of 45 psf. i 5. Fastener spacng e for insulation attachment is based on a Minimum Characteristic Force (F') valuof 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fa as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. stener value, 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 Engineer, 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 re quirements of th areas. Fastener densities shall be increased for both insulation and base sheet as calcul tedese in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and seated by a Florida repisterer_i p fPc�ional p^sneer, Registered Architect, or Registered Rom Consultant (When this limitation is specifically referred within this NOA, General Limitation-#9 will of be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS l l l 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e_ perimeters, extended corners and comer). (when this limitation is specifically referred within this NOA, General Limitation s #7 will not be applicable.) END OF THIS ACCEPTANCE ' NOA No.: 06-0417.09 Expiration Date: 06/14/11 Approval Date: 06/22/06 Page 16 of 16 roperty ,appraiser - St.LUCie Cotuity, FL http://www.pasic.org/prc.asp?prclid=341951501130001 Margaret Guadagnino Record: 1 of 1 Property Identification Site Address: 756 Altura St See/Town/Range: 22 :36S :40E Map ID: 34/22S Zoning: RS4 Ownership and Mailing Owner Margaret Guadagnino Address 756 Altura St Port St Lucie FL 34952-1302 Sales Information Date Price Code 12/22/1998 100 01 1/28/1997 69500 00 12/3/1996 100 04 4/17/1996 100 01 5/6/1993 100 01 PROPERTY RECORD CARD <<Prev Next» Spec.Assrmt Taxes Exemptions Permits Home Print ParcellD: 3419-515-0113-000-1 Account#: 42180 Land Use: SF Res City/Cnty: St Lucie County Legal Description RIVER PARK -UNIT 3- BLK 24 LOT 7 (MAP 34/22S) (OR 1010-2047: 1058-1513 AND 1514: 1192-1903) Assessment 2010 Final Total Land and Building Deed Book/Page 2010 Final: 48600 Land Value: 9900 Acres. 0.22 WD 1192 / 1903 Assessed: 48600 Building Value: 38700 WD 1058 / 1514 Ag.Credit: 0 Finished Area: 1584 SgFt QC 1049 / 2286 Exempt: 48600 QC 1010 / 2047 Taxable: 0 WD 0841 / 2554 Taxes: 274.15 BUILDING INFORMATION Exterior Features View RoofCover: SA - AsphShingle RoofStruct: GA - Gable ExtType HD+ - HD+ YearBlt: 1972 Frame: Grade D+ - D+ EfrYrBtt: 1972 PrimeWall: BS - CB Stucco StoryHght 0010-1Story No.Units 1 SecWall: Interior Features BedRooms 2 Electric. MX- MAXIMUM PrmintWall: DW - Drywall FullBath 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/28ath, 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, Land Use Type Measure 3CHT - 3CHT S 1 1 AV AV 1977 1 0100-SF Res 215 -Front Ft 75 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Depth 130 of 1 12/21/2010 11:35 AM