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Home My WebLink AboutSUBMITTED PAPERSi ,DATE: `li 1. 4 - I `-r I FEES DUE: 11 RECEIPT #: "1251 50 1 Permit ##: I AJ-h.A — () ,�JI Planning &Development Services Department Btl ldir1g & Code Regulation Division �CAIVNED q e o 2300 Virginia Avenue By Ft: Pierce; FL34982-5652 St, LUG'e 1 Tel.112-461-1553 �ou►lty APPLICATION FOR ROOF PERWT S R SE SIDE FOR INSTRUCTIO S I. Location/Site Address: �l�Q1fh 2. Parcel IDNumber:. a 4 a g - &Sa j - Dool - d C� i Office Use Only Section. Township Ran ` e , Ma.. ,Pa a Zoning Land Use- Initials 3. Description of Projector Work Activity: htr OQ:� 4. Total Roof Area (square feet):" C: ; 5. Roof Pitch: � Q-�- 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile ( ] Wood Shake / Shingle [ ] Tar & Gravel �X'odified Bitumen ( ] Other [ ] 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. 7. Owner InformationI,� 8. Contractor Information Name: In n Mc w f 1n ro Address: 3GDD 000I0tmrnor lk) City: Vty C State: L Zip: Phone:- 0-1- 60 9. Value of Construction:: $ .FL Reg/Cert.#: County. Cert #: CC-0057399 16414 Business Name: Trade Winds Roofing Inc. Cell Phone: 772-466-9420 "Note Dry -in and Final Inspection Required: Additional inspection may, be required per Product Approval. CONTRACTORIOWNER'S AnmAVIT: I certify that all of }he information contained in this application is correct and that all work will be done in compliant'( with all applicable laws'regulating construction "and zoning. Michael Miller PRINT QUALIFIERS/OWNERS NAME S STATE OF FLORIDA, COUNTY OF C_TC - L.I C. \ e- ACKNOWLEDGED BEFORE ME TffiS J Ct DAY OF Nkaf th 204, BY M 1 C i10.�i I l r 1 *116 IS PERSONALLY KNOWN TOME OR RAS PRODUCED, AS IDENTIFICATION t tz 1 b C� Gl o rdC p-c FELICIA LYNE CiANDEE SIGNATURE F TARP TTV7EE OR PRINT DAME OF NOTARY (seal) NOTARY PUBLIC STATE OF FLORIDA COMMISSION � NUMBER # 11�20�3 NOTICE TO OWNER: FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT OUR�TWtCE7 FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY` BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ti Revised 4/26/2010 ! Apr 24 14 04:07p Trade Winds Roofir^- 1 772-466-9725 p.1 Planning & Development Services - w = Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 1300E INSPECTION AFFIDAVIT Re: Permit # 1 Li C) 3 (Do? L4 \A I,;, A N ` �k� \ V-- , licensed as a(n Contract /Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 469 F.S to make such an inspection. On or about L� I 1 3 0 1 did personally inspect the roof deck nailing (D te) work at: J�1 �� C)aN'� "0'y)nmbGl- � su , ��re� (job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal STATE OF FLORIDA COUNTY OF f7" � , D5� )q q License # Sworn to and subscribed before me this (1 ` 20� CV1Q�'«'t ) � Who is p4;A§- byme or who has produced as identification. Notary Public, State of F oriIda Signature of Notary:=� Commission Number: (Seal) En 01/19/2011 RECEIVED AM 21 2014 1.1M LYNE {, AMXE wrmmwc STATE OF RXXUM Conn* FMI283 I;.*irss 914R017 Public Wor1w Department Code COMPHance Division 3300 Virgiuia Avenug Ft, Pierce, M 34982•565T INSPF,CTION AM, DAVIT # /o i - ,lxoensed as a(a) Conu=toe/FAgineerlAmhlt?,W EFt22se print AE dnd cisrlelicense lypa) N 4691340ding Inspector" w Oeaeral, $ullding, Rtsidential, ar Roofing C,'aMMMOr Ot MY individual cerdiled under 468 R S, to make suO an iaspwiion, All aTidavits must include phwograplls of ca0h plan OU14 rbaNMI tha prrtnit u or address # clearly shown al tot on the deck fr tack Inspnotion. Oil or about `7Ja/ /� w,,,, T did personall�r inspect U gaf deck na Iin are r se anr� w r rxi Work at �� /� , (.fat Sifv Addcuac) Based upon -that exaininatioix I nave d CW. rmined the installation was dome according to the iivaa'irane IyEtiggion Retrr)f1t Manual (Lased on 553,844 F,S,) Licertsa # STATE OF FLO}CMA Swotn to and subscribed befb= cue EMS —L- day -of 200AY by I°',, Verso nr wh'U.kns produced �—� RECEIVED APR 012014 Wnfifir-'aica. Notary Public, We ofFlarlda - j e`�vi�s,?nw�,gt�1r' Pr�1F1�►�11l� Signature of Notary: `� '• �'T` � EXPIRES Aril 05, 2014 CQtrsm►s3ldn a.' {407 ,IS3---rlorie�yN,�sty8ervlca.a,r^ cml 9127,107 ZOO# L8Z'ON GZ8099VE LL 'OUI `Oza-eW Aa720 ZZ:OZ VTOUTO/tO -�Q�o�wt�o5� R�55�e-• T reasure Harvey E,, .1nen C oast Professionaf Engineer #32831 Building Architect#AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. 7205 Elyse Circle P S L Florida 34952-8212 PHONE(772) 466-5509 FAX(772) 489-3035 E-MAIL:hkoehnen@tcbeweb.com Contractor _TREaofj wrL1195 Owner 9DSSe-c- Date 4 Job Address 3al,orn SAK J+&MMGCK L-A, ET. BUILT UP j.t%k. Mb0 ewC. 5,,c5-r6M W.-$ NEW ROOF RE -ROOF K RECOVERING REPAIR AREA 21 FILE, COPY BUILT UP ROOF PLAN .. - - - -- MMIEEMIME ■■■■■■■■■■■■■■■ ■■SEE ■■■■■■■■■■■■ N■OM■■■■■■■■■n ■■■■■■■■■■■■■■■■n ■■■■■■■■■■■■■■m MMMMMMMMMMMImN■ ■n=■■n■■■■■■■ ■■I RAC . , _ 7lion ■■■■MIZZIM� : - ram;■ ■■■■�9 , ,, , .. ■ ASCE 7-10 & FBC 2010 ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = !D/EXPOSU RE_gjA = _ _ jKzt =1.0/h =1 o b j12 PITCH/MEAN PARAPET ht a XlY ROOF SYSTEM \n!- $IM5j_- 4 c 4(,2.i -. iz4= ZONE 1 B @ h=30 = X - PSFx 0.6 --Z11•(v ZONE 2 B @ h=30 = X = PSF x 0.6 = k.-A. a = ZONES B @ h=30 = X = PSFx0.6= a=3)x$)_ MAX DESIGN PRESSURE PER NOA I DECK TYPE ikywootp THICKNESS Igj.4ew►r_% BASE SHEET FPZ 9 NO. OF PLIES 2- FASTEN ERS/8$tG _t_1 GA, 9.5 C-K FASTENER SPACING FOR ANCHORIBAS€ SHEET ATTACHMENT: Field 4"oc @Lap, # Rows ? ► @ l z-"oc Perimeter: __J_2'oc @Lap, i# Rows '2—@ I2 "oc Corner: _62 "oc@Lap, # Rows ?= @ l " oc INSULATION BASE LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL INSULATION TOP LAYER TYPE — SIZE TYPE OF FASTENERS/OR BONDING MATERIAL NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Corner PLY SHEET -- NO. OF PLIES TYPE OF FASTENERS/BONDING TOP PLY A%('1P --Tk- NO. OF PLIES 1 TYPE OF FAeTEITM/BONDING T06Le-q SURFACING _M t Ng.IZ#c;_. DRIP EDGE SIZE 4J' X 3 MATERIAL UP&A • 4, I. 0 T reasure Harvey E. Koehnen C oast Professional Engineer #32831 B uilding Architect #AR0009471 E ngineers, Certified General Contractor #CGCO24776 Inc. These tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Helght of 30' or Less Located in Exposures B, C or D 'Table R301.2 [2]_9FI. is i c-tu v�-- a 5-f A5c fE 7- tb COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]. 160 Exp B 160 Exp C 160 Exp C 160 Exp D 160 Exp D (One story (Two story*) (One story") (Two story' Roof > 0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9 7degrees = 11/2 /12 pitch Zone 2 -46.4 -56.2 -65.0 -68.3 -77.1 Zone 3 -69.8 _84.5 -97.7 -102.7 -115.9 ` Roof > 7 to 27 degrees 'Zone 1 -25.3 - 30,7 - 35.5 -37,2 - 42 27 degrees = 6M2 pitch Zone 2 -44.1 - 63.4 - 61.8 -64.9 - 73,3 Lone 3 -65.1 -78.8 - 91.2 - 95.7 - 108:,1 Roof > 27 to 45 degrees Zone 1 - 27.8 -33.7 -40.0 -40.1 -46:2 45 degrees = 12112 pitch Zone 2 - 32.4 -39.3 -45.4 -47.7 -53.8 Zone 3 - 32.4 -393 -45.4 - 47,7 -53.8 150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 EXp D (one story*) (tvdo story*) (one story*) ( two story") Roof> 0 to 7 degrees Zone 1 -24.3 -29,5 -34.1 -35.8 -40.4 7degree8 = 11/2 /12 pitch Zone 2 -40.8 -49A -57.2 -60.0 -67.8 Zone 3 -61.4 -74.3 -86.0 -90.3 -102.0 Roof > 7 to 27 degrees Zone 1 -22,2 - 26.9 - 31.1 -32.7 - 36.9 27 degrees = 6/12 pitch Zone 2 -38.7 - 46.9 - 54.2 -56.9 - 64.3 Zone 3 . -57,3 . - 69.44 - 80.3 -84.3 - 95.2 Roof> 27 to 45 degrees Zone 1 - 24.8 -29.5 34.1 -85.8 -40.4 45 degrees = 12/12 pitch Zone 2 - 28.4 -34.4 39.8 -41.8 -47.2 Zone 3 - 28.4 -34.4 39.8 -41.8 -47.2 One story* ,= one story building with a maximum mean roof height of 15 feet Two story* = two story building with a maximum mean roof height of 30 feet If allowed by the Miami Dade N.O.A or Florida Product Approval any system -that does. -not meet the minimum components and cladding pressures for the area that the building is located per this form may require a Florida licensed engineer to revise the fastener spacing IFL T C B E, Inc. 7205 Elyse Circle PHONE (772) 466-5509 Port Saint Lucie FAX (772) 489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com WEB SITE htto://www.tcbeweb.com Florida Building Code Online Page 1 of 2 r.�Gj.1 L ni1'U"°fll : SCIS Home Log In User Registration Hot Topics Submit Surcharge Busines� Professi�(n�-al �� seaauublicUApproval Regulation - ---- .( k � r1lJiiyw+ r 'ili :r Slats & Facts Publications FBC Staff acts Site Map Links Search I RM �61�71TUProdugj Approval Menu > Product oJ�pliCojyn Search > SpSation Ltst > Application Detail FL FL1046-R4 Application Type Revision u Code Version •" 2010 ' �`'' - Application Status Approved Comments Archived Product Manufacturer Johns Manville Address/Phone/Email P.O. Box 5108 Denver, CO 80217 (303) 978-2478 Ilndareith@trinityerd.com Authorized Signature Jonas Houchin lindareith@trinityerd.com Technical Representative Jonas Houchin Address/Phone/Email 717 17th Street Denver, CO 80202 t (303)978-2478 Jonas. Houchin@jm.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 09/23/2013 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL1046 R4 COI Trinity ERD CI - Nleminen.pdf Referenced Standard and Year (of Standard) Standard ASTM D6222 ASTM D6509 FM 4470 FM 4474 Equivalence of Product Standards Year 2002 2000 1992 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqudsDrI H6I48 D/o... 3/29/2012 Florida Building Code Online: Page 2 of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FRC Approval Date Approved Crrrnnia Hl of Crnri�rr•�c Method 1 Option D 12/09/2011 12/10/2011 12/21/2011 01/31/2012 FL # Model, Number or Name Description 1046.1 Johns Manville APP Modified APP Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Approved for use in HVHZ: No Installation Instructions FL1046 R4 II Al er120611FINAL IM MODBIT APP FL1046- R4.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-315 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein Evaluation Reports pertains to one specific assembly within the ER. FL1046 R4 AE er120611FINAL IM MODBIT APP FL1046- R4.odf Refer to the ER Appendix for all systems and design pressure limitations. 2.) Refer to ER Section 5 for Created by Independent Third Party: Yes Limits of Use. flack Neat � Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EED employer. Convrinht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statemenl :: Refund Statement Under Florida law, e-mail 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 mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteradbor.state.n.us. Product Approval Accepts: PR eGnl M x•�urit�+r� iuu• Yar161pn ` , l� 7rur �•4. , http://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqudsDrI H6I48%... 3/29/2012 TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3 1A-2 Wood New, Reroof (Tear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3 I Wood New, RerooF (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 4 1C Wood New, RerooF (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 4 1D Wood New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 5 lE-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5 1E-2 Wood New, Reroof (Tear -Off), Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 5 2A Steel or Conc. New, Reroof (Tear -Off), Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Banded Roof Cover 6 2B Steel or Conc. New, Reroof (Tear -Off), Recover C Mech. Attached Insulation, Bonded Roof Cover 7 2C Steel or Conc. New, Reroof (Tear -Off), Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7 3A Concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover B 3B Concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 9 4A-1 LWIC New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 10 4A-2 LWIC New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 11 4B LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 12 5A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RcoFCover 13 6 Various Recover A-1 Bonded Insulation, Bonded Roof Cover 14 The followinn notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind: load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 3/4-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 3/4-Inch steel penetration and engage the top flute of the steel deck. Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with UltraFast Metal Plates (flat bottom only). Minimum 1-Inch embedment. Fasteners installed with a pilot hole In accordance with the fastener manufacturer's published Installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board or Invinsa Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 39340.07.08-R2 for FL1046-R4 Certicate of Authorization 9503 Revision 1, 12/06/2011 fi Appendix 1, Page 1 of 14 Prepared by: Robert Nleminen, PE-59166 M TRINITY ERD TABLE ID: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base Sheet Roof Cover MOP No. (See Note 1) Type Attach Base Fasteners I Attach Ply Cap (psf) plywood at ma max.19/32'!spans sp One more layers, Prelim 1M APP Base, PermaPly 12" D.c. In 4-inch, lap and 18" D.c. in (Optional)mbination W-6 attached 6" o.c. with Bd any coo Attach. 28, Glasbase Plus or See Note 2 two, equally spaced, staggered APP-TA APP-TA -45.0• common nails Ventsulation center rows Min. 19/32" plywood at 9" o.c. in 4-inch lap and 12" e.c. in W-7 max. 24' spans One or more layers, Prelim Two plies PermaPly 28 or See Note 2 two, equally spaced, staggered (Optional) APP-TA -S2.5 attached 6" o.c. with 8d any combination Attach Ventsulation center rows common nails TABLE4Ec1: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MDP Base Fasteners Attach Ply Cap No. (See Note 1) (psf) W-8 Mtn. 19/32" plywood at max. 24" spans attached 6" o.c. Two plies of PermaPly 28 or 32 ga., 1-5/8" dlameter tin caps with 11 ga. annular ring 9" o.c. in 4-inch lap and 12" e.c. in two, equally (Optional) i/ APP-TA ✓ -52.5 with 8d common nails Ventsulation shank nails spaced, staggered center rows APP-TA TABLE IE-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet I Roof Cover MOP Base Fasteners Attach Ply Cap No. (See Note 1) (psf) W-9 Min. 19/32" plywood at max. 24" spans attached 6" o.c. IM APP Base, PermaPly 28, See Note 2 12" o.c. in 4-inch lap and 18" o.c, in two, (Optional) APP-TA -45.0* with 8d common nails Glasbase Plus or Ventsulation equally spaced, staggered center rows APP-TA W-10 Min. 19/32" plywood at max. 24' spans attached 6" o.c. Two plies of PermaPly 28 or See Note Z 9" o.c. in 4-inch lap and 12" o.c, in two, equally (Optional) APP-TA -52.5 with 8d common nails Ventsulation spaced, staggered center rows APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report 39340.07.08-R1 for FL1046-114 Certificate of Authorization #9503 Revision 1: 12/06/2011 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 5 of 14