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HomeMy WebLinkAboutSUBMITTED PAPERSI ' 1 DATE: RECEIPT: TPERMIT NUMBER: 3 l S U PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SGq� (772) 462-1553APPLICATBY �� WINDOWS, SKYLIGHTS, ON FOR REPLACEMENT OF Lucie County SWING DOORS, SLIDING GLASS DOORS f & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. 3. 4. .i. OFVNF:IiS INFORMATI ti. Name; © . Ad A r-t�sS: b City: . UC I E State: FT--` zip:j phone: L bj" Wg- n6— Email: CONTRACTOR'S INFORMATIONc FI, Rcg/Ccrt #: C CC 1g15Qp 9J County Cert #: Business Name: \.A T j et Phone Number: Q �� Email: [MY-0C0ili( COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ I/i s©" FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained i this pplication is correct and that all work will be done in compliance with all applicable laws regulatit con truction and zoning. PR1N' OWNER OR CONTRACTOR/QU IFIER NAME 'RE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE NIE THIS DAY OF .20 BY i�, t J 41- WHO I' tSONAI -1' OWN TO ME OR WHO HAS PRODUCED AS IDF.NTjj0?AW&1MT4C,-5TATI:OF FL RMA' Karen S. Nielsen ilAj`�� ° l.�s Omtniss'On#DD1000358 If;yA7 t RE OF OTARY TYPE OR PRINT AME OF NOTARI' . JUKE 12,2014 Q'w"'�.Cplres;' 1'1'I't.E; NO"IARYPt1ft1..1C COhih91SSIONNII�tBERb1TIMUATLAN'i'ICBONDINGMINt' NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. DATE:.3 FEES DUE: .r �(�(� RECEIPT#:9Sr10a 1 Permit#: 1 ia3-pad Planning & Development Services Department Building & Code Regulation Division ' C 2300 Virginia Avenue q Ft. Pierce, FL 34982-5652 S't e ' Tel. 772-462-1553 u% APPLICATION FOR ROOF PERMIT �coutm 1. Location/Site Addrt 2. Parcel ID Number: Office Use Only Section Township Ran a Map Page Zoning Land Use Initials 3. Description of Projector Work Activity L°1Y- 4. Total Roof Area (square feet): Non 5. Roof Pitch: - �- 6. Type of Roof: [+/Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other [ v]/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 Information 8. Contractor Information Name'_ tku( fM � FL Reg/Cent #: O�,2j / 3 Address: ��(� Y��I° °Ulgt, County Cert #: a J � City. 1f State: r Business Name: Zip: -- Phone: rj-Z 19•'�,Sq5 04 Phone: LQ1� pyo 9. Value of Construction: $ "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the info ation contained in this application is correct and that all work will be done in compliance vh all applicable laws regulating'construction and zoning. UJop i PRINT UALIFIERS/OWNERS NAME ,1 SIGNATURE Q IFIER/OWNER W STATE OF FLORIDA, COUNTY OF CI C,I ACKNOWLEDGED BEFORE ME T`HIISS DAY OF Y14-20—A, BY 3 WHO IS SONA L KNOWN " TO ME OR HAS PRODUCED AS IDENTIFICATION �— i Y>°Yl 1 • 1 P Ise NOTARY PUBI•IC-STATE OF FLORIDA SIGNATURE * NOiAkV TYPE OR PRINT NAME OF NOTARY ea1}''•,; Karen S. Nielsen IOaO� Commission.#DD1000358 COMMISSION NUMBER ....... Expires: dUNE 12, 2014 BONDED THRU ATI.AMIC BONDING CO., nib. 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. Revised 4/26/2010 2014-04-03 14:39 j.a.ta-_lor roofing T. 772 468 8397 >> 7724626443 P 1/1 Re: Permit # in J Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax:772-462-6443 ROOF INSPECTION AFFIDAVIT I, IP.licensed as a( �rto5nginee r/Architect (Please rant name & circle license type) *FS468pector *General, Bulldlnp Residential or Roofing Contractor or any indivlduol certlfled under 468 F.S. to make such an Inspection. On or about , I did personally inspect the roof deck nailing (date) work at: `fi L (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.) Signs ure and Seal CIO, (" I 126-kq,54— License # STATE OF FLOR D COUNTY OF Sworn a do subscribe before me this dayyrrof 204' by Who is perslalSally known to me or who has produced as identification. Notary Public, S to of lorl Signature of Note cT"-- Commission Number: (Seal) En 01/19/2011 NOTARY PUBLIC -STATE 07 FtAZDA •"""'4, Karen S, Nicisen Commission #DD1000358 ',.••'Expires: RtNE 12, 2014 130NDSD nMU ATE WIC UONDLVa CO., VQ RECEIVED APR 03 2014 JOSEPH E. SMITH, CLERK OF -" CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3934987 OR BOOK 36 PAGE 180, Recorded 03/18/2014 at 10 AM NOTICE Of COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,50040 OR WHEN HEATING OR AIR CONDITIONING REPAIR OR REPLACEMENT EXCEEDS/ $7,500.00 PERMIT#: TAX FOLIO#: 34x5. 705 0054 (300.1 State of Florida, County of �f }( L�JCIE 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 Commenceme%'I 1. LE AND AL DESCRIPTION OF PROPERTY STREET ADDRESS IF AVAILABLE): '31&5 ftbif° ' ,n b �tRVRWI\hL C11LIG �I���NRSE�hr�Ei31KN1 Lent S3 2. GENERAL DESCRIPTION OF IMPROVEMENT: _ 3. %1OWNER INFORMATION or LILESSEE INFORMATION (If Lessee contracted for the Improvement) a. Name:-t�E-11%IE U Address 3Y1b5 1�- lo�jl � elae l �I.l lit al'� Lucie, -Fns4952 b. Interest in property. p\fjNEr, c. Name and address of fee simple title holder (if other than owner): 4. CONTRACTOR: a. Name: J. A. TAYLOR ROOFING, INC. Address: 302 MELTON DRIVE, FORT PIERCE, FL. 34982 b. Phone number: 772.466-4040 5. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: _N/A b. Phone number: Bond amount: 6. LENDER/MORTGAGE COMPANY: a. Name & Address: _N/A b. Phone number: 7. 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: a. Name & Address: _N/A b. Phone number., fax number. B. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates _N/A of to receive a copy of the Iienor's notice as provided in section 713.13(1)(b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (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 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND 10 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF (SECTION 92.525, FLORIDA STATUTES Qsla Okbor0.h - SIGNATURE OF OWNER or LESSEE or O R'S AUTHORIZED OFFICER/DIRECTOR/PART R/MA AGER - SIGNAORY'S TI E / OFFICE I THE FOREGOING INSTR MENT AS ACKNOWLEDGED BEFORE ME THIS _L DAY OF YQ 20 I� • BY: AS (�WI1PX FOR NAME OF PERSON TYPE OF AUTH Y NAME OF PARTY ON BEHALF OF WHO NSTRUMENT WAS EXECUTED ❑PERSONAr KNQWPJ OR PRODUCED IDENTFICATION TYPE OF IDENTIFICATION PRODUCED ` jI � SRY PRINTED NAME / NOTARY SEAL TF OF FT ORJDA S. Nielsen JUNE 12, 2014 C BormING Ca, W_ STATE OF FLORIDA ST. L6 CIE COUNTY TMIS IS TO CERTIFY THATTHIS IS A THE XU CORRECT COPY O� T14E 01614 Jg SP�1Ti� C �ER B O Y• Date �#ty���``2014 Property Appraiser - St.Lucie County, FL Deborah F Augst Record: 1 td' I Property Identification Site Address: 3705 PEBBLE BEACH LN S ee/Town/Range: 25:365 :40E Map ID: 34/25S Zoning: PUD Ownership and tlailin„ Owner: Deborah F Angst Address: 3705 Pebble Beach Ln Port St Lucie FL 34952-3115 http://www.paslc.orgil..),;4 it;/prc.asp?prclid=342570500540001 PROPERTY RECORD CARD <<Prev :Sex(» Spec.:lssmnt Taxes l"Aciiptions Permits Hoiue Print ParcelID: 3425-705-0054-000-1 �C1 CIE Account #: 136283 t 2 Use Type: Mob Homes,..:; City/Cnty: Saint Lucie County Lggal Description SAVANNA CLUB PLAT PHASE THREE BLK 41 LOT 53 (OR 3275-980) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 68700 2/22/2011 25000 0116 WD 3275 / 0980 Assessed: 68700 9/3/2010 39900 0112 SP 3250 / 1573 A&Credit: 0 4/27/2010 100 0112 CT 3196 / 1968 Exempt: 7/31/2006 130000 00 WD 2630 / 0706 Taxable: 3/1/1999 100 01 WD 1206 / 2251 Taxes: 1391.34 4/15/1997 15000 00 WD 1072 / 2071 I", terior Features View: - ExtType: MHA - MHA Grade: SAVC - SAVC Storyl Ight: 0010 - 1 Story Interior Features 111.;1 L D i NC: INFO R;NIAT'I Total Land and Building Land Value: 15000 Acres: 0.12 Building Value: 53700 Finished Area: 1527 SgFt RootCover. - RootStruct: - YearBlt: 1998 Frame: - EffYrB It: 1998 PrimeW al I: - No. Units: 1 - SecW all: - BedRoonis: 0 Electric: PnnhitW all• - FullBath: 0 HeatTypc: FHA - FrcdHotAir AvgHt/Fl: 1/2Bath: 0 HeatFuel: ELEC - Electric Pmi.Flors: - %AlC: 100 %Heated: 100 %Sprinkled: 0 Special Features <in(] i'ard Items Land Information Type Y/S Qty. Units Qual. Cond, YrBlt• No. Use Type Type Measure Depth 1 0200-Mob Homes 145 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Page 1 of 1 Page 1 of 2 'N. FBC Staff 1 BCIS Site Map 1 Links i search = Code Version -- ''2010 Application Status Approved Comments Archived Product Manufacturer Owens Corning I Address/Phone/Email One Owens Corning Par�way Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler( Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning I Toledo, OH 43659 (419)376-8360 mel.sancrant@ow, Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingl s Compliance Method Evaluation Report fron' Florida Professional En 0 Evaluation Report 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Robert J.M. Nieminen PE-59166 UL LLC 09/26/2014 John W. Knezevich, PE D Validation Checklis Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H a Florida Registered Architect or a Licensed Hardcopy Received - Hardcopy Received Year 2006 2007 2007 http://floridabuilding.org/pr/pr_app_dti. aspx?param=�vGEVXQwtDgiBNbEY5 V%2boQT... 6/ 19/2013 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/19/2012 12/20/2012 12/25/2012 02/04/2013 .. w...... ... y ... . FL # Model, Number or Name iFescription. i i 10674.1 Owens Corning Asphalt Roofing 3-tab, laminat6d, starter, and hip & ridge Shingles and Starters Limits of Use Installation instructions FL10674 R8 h er121912FINAL OC Asphalt Approved for use in HVHZ: No Approved for use outside HVHZ: Yes S..�hin les F�L106�74-R_ 8 0f Impact Resistant: N/A Verified By: ybert J. M. Nleminen PE - 59166 Third Party: Yes Design Pressure: N/A other: Refer to ER, Section S. Created by Inn ependent Evaluation Reports FL10674 R8 IAE er121912FINAL OC Asphalt Shingles FL1d674-R8.pdf 1 Created by Independent Third Party: Yes Back Next C r :: ,140 North Monroe Street al{ h Fl 323Phone: 850-407.194 The State of Florida is an AA/EEO employer. Copyright 2007-2010 state of Flor da :: Privacy Jtement :: Accessibility Statement :: Refund_Statern Under Florida law, email addresses are public records. If you do not want your e-mail addressireleased 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, please contact 850.487.1395. 'Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licens d 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 aTpersonal r determine add if yoare please licensee ethe Department hapter with art e please address ick which can be made available to the public. Product Approval Accepts: OD ll�v@all E] M redt��r E http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgJBNbEY5 V%2boQT... 6/ 19/2013 iERIOR RESEARCH & DESIGN, Ll-C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Owens Corning Eval One Owens Corning Parkway Toledo, OH 43659 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable the use of construction materials in the State of Florida. The docu reviewed by Robert Nieminen, P.E. for use of the product under Florida Building Code, Residential Volume. The products described comply with the 2010 FBC and 2010 FBC Residential Volume section: DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requ Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such changes, the referenced Quality Assurance documentation changes, relate to the product change. Acceptance of this Evaluation Report agreement to notify Robert Nieminen, P.E. if the product chani Assurance documentation changes. TrinityJERD requires a comf Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the wor be displayed in advertising literature. If any portion of the Evaluai shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report the manufacturer or its distributors and shall be available for in: request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 to Report 037940.02.iZ-KZ FL10674-RB of Issuance: 02/06/2012 Revision 2: 12/19/2012 Iles and regulations governing nentation submitted has been he Florida Building Code and herein have been designed to noted herein. nts the Accredited Quality time as the named product(s) or provisions of the Code that y the named client constitutes es or the referenced Quality ete review of this Evaluation s "TrinitylERD Evaluated" may m Report is displayed, then it be provided to the user by ion at the job site at the facsimile seal appearing was authorized 3obert Nieminen, P.E. on 12/19/2012 i does not serve as an electronically signed ument. Signed, sealed hardcopies have been ismitted to the Product Approval Administrator and he named client CERTIFICATION OF INDEPENDENCE: 1. TrinityjERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity IERD is not owned, operated or controlled by any company manufacturing or distrib 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other product. products it evaluates. facturinq or distributing products for which involved in the approval process of the ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as demonstrated compliance with the following sections of the Florida Code, Residential Volume through testing in accordance with the fo subject to the Installation Requirements and Limitations / Conditions rTRINITY I J ERD oduced by Owens Corning, have ilding Code and Florida Building wing Standards. Compliance is Use set forth herein. 2. STANDARDS: Sec ion Pro Standar Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 ilass F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, diass H 2007 I 3. REFERENCES: Enti Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol 3 0 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R24 3 05/1/16/20/2012 UL LLC (TST9628) Physical Properties 06CA20263 0 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/20J18/2o12 Miami -Dade (CER1592) FBC HVHZ Compliance 07-1116.12 02/14/2008 Miami -Dade (CER1592) FBC HVHZ Compliance 09-0915.12 12/16/2009 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817,09 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.10 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817,08 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.07 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 11-0411.03 I 06/16/2011 Miami -Dade (CER1592) FBC HVHZ Compliance 12-0309.01 I 07/19/2012 UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic`s and Supreme@ are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shinidgles. 4.1.3 Duration, TruDefinition Duration, Duration Premium Cool, TruDefinitionO Duration Designer Color Collection, TruDefinition Oakridges, OakridgeO and WeatherGuardr HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire`5' Hip & Ridge Shingles, High Ridge, Hip & Ridge wi Sealant, WeatherGuard® HP Hip & Ridge Shingles and ProEdge Hip & Ridge Shingles are berglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roil are starter stripsor asphalt roof shingles. t I S. LIMITATIONS: [ 5.1 This Evaluation Report is not for use in the HVHZ. E 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: Exterior Research and Design, LLC. Evaluation Report 037940.02.12-112 Certificate of Authorization #9503 FL10674-RS Revision 2: 12/19/2012 Page 2 of 6 5.3.1 Ali Owens Corning shingles noted herein are Classified 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or the shingles are acceptable for us in all wind zones up to \ Refer to Section 6 for installation requirements to meet this v TRINI"jYIERD in accordance with FBC Tables ASTM D7158, Class H, indicating a�d = 150 mph (V,,lt = 194 mph). ind rating. 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category or C and a building height of 60 feet or less. Calculations by a qualified design professional re required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 Refer to Owens Corning published information on wind resist6nce and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in ,accordance with the Florida Building Code and F.A.C. Rule 9N-3. I 6. INSTALLATION: 6.1 Unclerlayment: I current Florida 6.1.1 Product bacceptable Corning a ct Approval, orbeLocallyApproApproved per Rule 9N3ashall per oduFBC Sections 1507 2 3,51507 2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in a I ordance with FBC Sections 1507.2 or R905.2, with the following exceptions; ) > Berkshire° shingles require minimum five (5) nails per Shingle. WeatherGuardO HP shingles require minimum six (6) mils per shingle. Starter Strip Pius requires minimum five (5) nails per s rip. Refer to Owens Corning- published information on wind resi tance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted.E 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing - Classic® & Supreme; j Mansard or Ay pars Wlad Ames nHigh Wind dNVanas y Ants Pars visatas ncnnalos Arass vi©ataa h niss r �r 6' Espown Espostef6n Normal Mansard or Ara+ pars Wind Ana High Wind =— y A,rs pars *nW. „onnstas Arsss viantas rus"aa z* r f � t Exterior Research and Design, LLC. Evaluation Report 037940.02.12-112 FL10674-RS Certificate of Authorization #9503 Revision 2. 12/19/2012 I Page 3 of 6 6.2.6 Minimum Nailing - Berkshire@: Seatard ship �f eve' j s Yf I~ Rom' P t- t r 6.2.7 Minimum Nailing - Duration®, TruDefinition@ Durati TruDefinitionO Duration° Designer Color Collection: all 4 Nail Fa43am 6 te Evporna da 4 davos pattern SureNa�enin9 eaw wtith Esguema AArr � 6 davos ea da dawn Su�tta� a t, 4anNaia t- aTM — tu — aunml t+ SW Exposua! Nash 5W Fit FAputg.daaxp� CLtros 6stpulg.daaxpotk tr 5wExpaaure 5t6 pdd. do w 6.2.8 Minimum Nailing - TruDefinition@ Oakridge®, Oakridge®: 4 Nall Pattom Esguama con 4 dews r t' 5 Wr Fxpmum Nails 6 6f6" Exposure ExpoOdatda6i✓4ptd9 Claws FxposlddndaSS/Spdg. 6 Nail PMam Esguma con 6 5 5 Ur Expown &pad ddn do 6 F)O - \,I TRINITY I ERD R Saahnlattp I / to Loa do taltada t' 4spAa1 '10'amt - Cmxntn da7axhoda attach Duration® Premium Cool & 69!axstinP��n r�s!nRt7tlx mka N � avtvrtaP»� v9�fade+ra!a+a \ tuatriP a tl1P( n ` \ AY961 � � — sr°1p1>,tta1P Sw Expo%n S" puti . doa Nsfd6n tr 6 Stir Exposam Erp&&Wn do 5 we pwip Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R2 FL10674-RS Certificate of Authorization #9503 Revision 2: 12/19/2012 ! Page 4 of 6 6.2.9 Minimum Nailing - WeatherGuard@ HP: teent* a& view 'r,'. :v:•: ;{�; tiMww7Tw>�Nstlliw 1'�' O��ovlefrei/Fdts 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High f WeatherGuard° HP Hip and Ridge Shingles and ProEdge Hip the manufacturer's current published instructions, using fo Owens Corning published information on wind resistance an the use of hand -sealing for wind warranties. idge, Hip & Ridge with Sealant, k Ridge Shingles shall comply with Ir (4) nails per shingle. Refer to J installation limitations, including 6.3.2 Fasteners shall be in accordance with the manufacturer's p blished requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. I 6.3.3 Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge: Fig.1 e VredWn rla ly Dteotbn A A ii�s v R � A A 1 �A c 1 A I 1 i I p i t t i Exponse r 6.3.4 Minimum Nailing - Hip & Ridge with Sealant: em F'g. 2 - Nigh WW FaStWing Pattern (4 Hails) rim ShFngIle nd Discard 2„ 2 Excess 1" 1° Sealant 12" Strap ` Fastening 55I 5"Exposure Distance I 12" Fig, 2 Topvtew Ha7s halts t `T Top La,*We® 1 4' Pima T• r 1 1 1 1 E �1 o- sl j 1 I � 1 i 1 4 sideview Exterior Research and Design, LLC. Evaluation Report 037940.02.12-112 Certificate of Authorization #9503 FL1 Revision 2: 12/19/201219/2012 Page 5 of 6 6.3.5 Minimum Nailing - WeatherGuard® HP Hip and Ridge: Fig. A _ 4 7 ,\ p1mining Wbd piradbn A A Now 4 A 1 i I 4 AA 1 y ipo&a `d Fig. C Hip & 6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Seattrtt Strip 4./ 6' Esposute Standard Fastening Pattern Rksten 71h' Covet Expand fufsnsts %ft Roof Con"* i 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufactu of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdi installation of this product. ��TRINITYJERD Shingle Fastening TopVbw it —11'— Saltnt l9 name, logo, city, state and logo ne of the required classifications in order to properly evaluate the c 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 1 10. QUALITY ASSURANCE ENTITY: UL LLC- QUA9625 ; (414) 248-6409; karen buchmannC�ul.com - END OF EVALUATION REPORT Exterior Research and Design, LLC. (Evaluation Report 037940.02.12-R2 FL10674-R8 certificate of Authorization #9503 i Revision 2: 12/19/2022 Page 6 of 6 Page 1 of 2 ):lotida 1341ding Code Online 1 &did y rwtid BCIS Home Log In i User Registration E Hot Topics Submit Surcharge B6ii* ) 1 Profess Regulation E Product Approval USER: Public User I M.a a r 3 Stats & Facts Publications . FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL2418-114 Application Type _Revision Code Version Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Maxim Industries, Inc. Address/Phone/Email 1630 Terre Colony Court Dallas, TX 75212-6221 (214) 905-2021 info@maximskylights.com Authorized Signature David Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 Florida Building Code 1994 TAS 202 Florida Building Code 1994 TAS 203 Florida Building Code 1994 http://floridabuilding.org/pr/pr_app .. 4tl.aspx?pararn==-vvGEVXQwtDqs1 UBZYvQ3nu1YZKWMdraMqzb3... 3/23/2012 Florida Building Code Online -- Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 02/21/2012 02/23/2012 02/29/2012 ISummary of Products ~ j FL # Modeir Number or Name Description 2418.1 Dade Curb Mount Skylight ICurb Mount Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL2418 R4 C CAC NI0109198A-R1.pdf Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2012 Design Pressure: +60/-60 Installation Instructions Other: FL2418 R4 II MAX0002 RevA.pdf Verified By: Robert J. Amoruso, PE FL No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418 R4 AE PER 2000 RevO 411-1209 MAX0001- MAX0002.pdf 11 Created by Independent Third Party: Yes 2418.2 —JDade Self Flashing Skylight ISelf.Flashing Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2418 R4 C CAC NI009198-Rl.pdf Approved for use outside HVHZ:-Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date 12/31/2012 Design Pressure: +60/-60 Installation Instructions Other: FL2418 R4 II MAX0001 RevA.pdf Verified By: Robert J. Amoruso, PE FL No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2418 R4 AE PER 2000 RevO 411-1209 MAX0001- MAX0002.pdf 11 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 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: 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 mail. if you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webma5ter(adbpr.state.f1.us. Product Approvai Acceptst x=. M aC hep_ i cr�ait�r.Ar http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs 1 UBZYvQ3nulYZKWMdraMgzb3... 3/23/2012 INDUSTRIES, INC. SELF FL 4SHING SAYLIGHT INSTALLATIONANCHORAGEDETAHS GENERALNOTES: - 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (NVF1Z) OF THE 2010 FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT A" 01.43381.01 AND ASSOCIATED LABORATORY DRAWINGS. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 3" MAX. FROM CORNERS TYP. — 12" MAX. O.C. TYP. rr PRODUCT INSTALLATION. 3" MAX. FROM 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3. FOR INSTALLATION INTO WOOD ROOF DECK, USE 012 " WITFIS7ANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFRCIENT LENGTH TO ACHIEVE T 3t8 LOADS TO THE STRUCTURE.. IS THE.. RESPONSIBII.I TY OF INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS THE. ENGINEER OR ARCHITECT OF RECORD. 1 INCH. 3. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES, INCLUDING BUT NOT LIMITED TO PROTECTIVE SYSTEM IS NOT REQUIRED. STUCCO, FOAM, BRICK VENEER AND SIDING " 12" MAX. 4. SKYLIGHT MATERIAL: 6063-T6 EXTRUDED ALUMINUM. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN O C TYP SKYLIGHT INNER AND OUTER DOME MATERIAL ACCORDANCE WITH ANCHOR MANUFACTURER'S POLYCARBONATE (NOA 10-OM.03) INSTALLATION INSTRUCTIONS AND ANCHORS SHALL " NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER " 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH j THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.42. I 44.50" MAX. O.A. D.L.O. WIDTH �I 05 } y� U� O N fA =I= mzAv!=d z a zod us' :)LAOoF � ss^ MAX. 971/4" 102" ir w g> O.A. MAX MAX. oa M w w y tNT. O.A. g �C6 DOME SKYLIGHT FRAME FLANGE FRAME LENGTH LENGTH 1 Rxert �. Artnmsa, P.E. 48" MAX. O.A. INT. FbW. P.E. N. 49'52 SKYLIGHT FRAME WIDTH `,t�t>14NouRo pejd 49 1/4' MAX. O.A. °,,w�� AGE.. •�4 DOME FRAME WIDTH ` QO�?� • 4 �` Nsi — 54'.MAX. OA. 497$2 TABLE OF CONTENTS FLANGE WIDTH Z 13/ SHEET REV. SHEET DESCRIPTION DESIGN PRESSURE RATING (PSF) IMPACT RATING - I L STATE 1 — NOTES. ELEVATION & ANCHOR LAYOUT j LARGE MISSILE ELEVATION & ANCHOR �0..:OF 2 — SECTION VIEWS 180A i IMPACT Vtl LAYOUT -,fish °R`•° G 1. 2. 3. 4. 5. 6. 7. 6. 9. 10. 11. Minimum #12 fastener by others. Pre -punched Installtion holes 3" from each comer, maximum 12" on center. Minimum penetration = 1-Y8'. .060' X 1.5" X 1.75' 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four corners. 47.5" X 95.5" UV Enhanced outer polycarbonate dome (NOA: #10-0329.03) @ 8" height on test sample (dome height varies per skylight size but not less than the larger of 101% of the dome's span or 4"). 7.5" X 95.5" UV Enhanced Inner polycarbonate dome (NOA: At 0-0329.03) @ 4" height on test sample (dome height varies per skylight size but not less than the larger of 10% of the dome's span or 4"). OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. Sealant tape. 1" X .125" located between outer and inner domes. 6063-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four comers. #12 X 1.75" fastener. One fastener located equidistant from each comer. Four fasteners per skylight. #10 X .375 1 M stainless steel fastener. Located 4" from each corner, maximum f 1" on center. All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval. Width and/or height of tested unit cannot be exceeded. The light -transmitting plastic shall be mounted a minimum of 4 inches above the plane of the roof on a self -flashing 0.060" Aluminum Frame meeting the requirements of types of construction in accordance with the 2010 FBC, Sections 2610.2 and 2612.4.5.1.1 and the 2010 FRC, Section R4412.1.4.5.1. O? .060" Extruded Aluminum Retaining Angle Design Pressure: 60psf +/- 3" Installation Flange Roof deck, covering and framing by others. All roof details shall comply with Chapter 15 of the 2010 FBC and Chapter 9 of the 2010 FRC. Outer Polycarbonate Dome 0 Inner Polycarbonate Dome 412 Stainless Steel Fastener with neoprene gasket. One fastener located equidustant from each Sealant O corner. (Four fasteners per skylight) Sealant Tape 6 O - Sealan[ /I10 X .375" stainless steel fastener g /4" from each comer, maximum I I" O —Condensation Gutter _ / on center. Self Flashing Model 0.060" Aluminum Frame 0 Minimum # 12 wood screw with O min. 1-3/8" embedment into 1 substrate receiving point. Installation holes 3" from each corner, maximum 12" on center. \ 1-3/8" Min. Rabon J. AMNSD. P.E. nwkla P.E. No. 49752 QI N 0 0 N MAXIM INDUSTRIES, INC. CURB MOUNT SKYLIGHT INSTALLATIONANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 4' MAX. FROM 10.50' MAX. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH CORNERS TYP. f1. O.C. TYP. VELOCITY HURRICANE ZONE (HVN2) OF THE 2010 FLORIDA 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH I I BUILDING CODE (FBC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST ANCHOR LOCATION SHOWN. I T I 1 T REPORT NO. ATI 01.43381.01 AND ASSOCIATED LABORATORY DRAWINGS. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR _l_�_ .-.- _— PRODUCT INSTALLATION. 4' MAX. FROM 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3. FOR INSTALLATION INTO WOOD ROOF DECK, USE K12 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTHTO ACHIEVE 1318 LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS THE ENGINEER OR ARCHttECT OF RECORD. 1 INCH. 3.A4 AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �— i REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES, INCLUDING BUT NOT LIMITED TO PROTECTIVE SYSTEM IS NOT REQUIRED. STUCCO, FOAM, BRICK VENEER AND SIDING, t- 10.50" MAX. 4. SKYLIGHT MATERIAL: 6063 T6 EXTRUDED ALUMINUM. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN O.C. TYP. SKYLIGHT INNER AND'OUTER DOME MATERIAL: ACCORDANCE WITH ANCHOR MANUFACTURERS POLYCARSONATE(NOA10-0329.03) INSTALLATION INSTRUCTIONS AND ANCHORS SHALL �-- NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH e--- THE FOLLOWING PROPERTIES: A. WOOD _ MINIMUM SPECIFIC GRAVITY OF 0.42. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 NOTES. ELEVATION 8 ANCHOR LAYOUT 2 SECTION VIEWS DESIGN PRESSURE RATING (PSF) IMPACT RATING t600 LARGE MISSILE IMPACT L _ J 1 I I I I 48' MAX. O.A. FIXED D.L.O. WIDTH 5A MAX.OA. CURB WIDTH 5216' MAX. O.A. WIDTH ELEVATION & ANCHOR `Jb MAX. 994" 1008" OA. MAX. MAX. FIXED OA• O.A. D.L.O. CURB LENGTH FMr.TW LENGTH T AVnYT'T EXTERIOR VIEW x F N 0 C. v L)LU g Of IL 0 a d � c�oT � N O 0 0 j H� x2 O N C70 yU ti M p! 2a6 V(n =O �S0� f j J UW Iri w O z R&en J. Am zo. P.E. FbWa RE Na 49M2 NO 49752 v -- 213l z 11. SrArE OF 2 1. Minimum #12 fastener by others. Pre -punched installtion holes 4" from each comer, maximum 10.5" on center. Minimum penetration = 1-3/8". 2. .060" X 1.5" X 1.75" 6063-T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ four comers. 3. 52.5" X 100.375" UV Enhanced outer polycarbonate dome (NOA: #10-0329.03) @ 8" height on test sample ( dome height varies per skylight size but not ►essdthan the larger of 10% of the dome's span or 4j . 4. 52.5" X 100.375" UV Enhanced inner polycarbonate dome (NOA: #10-0329.03) @ 4" height on test sample ( dome height varies per skylight size but not less than the larger of 10% of the dome's span or 4') . 5. OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. 6. Sealant tape. 1" X .125" located between outer and inner domes. 7. 6063-T6 extruded aluminum frame. Aluminum frame mitered and welded @ four corners. 8. #12 X 1.75" fastener. One fastener located equidistant from each corner. Four fasteners per skylight. 9. #10 X .375 18-8 stainless steel fastener. Located 4" from each corner, maximum 11" on center. 10. All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval. Width and/or height of tested unit cannot be exceeded. 11. The light -transmitting plastic shall be mounted a minimum of 4 inches above the plane of the roof on a curb constructed in accordance with requirements of types of construction in accordance with the 2010 FBC, Sections 2610.2 and 2612.4.5.1.1 and the 2010 FRC, Section R4412.1.4.5.1. T060" Extruded Aluminum Retaining Angle ©Minimum #12 wood screw with min. 1-3/8" embedment into substrate receiving point. Installation holes 4'! from each corner, maximum 10.5" on center. Design Pressure: 60psf +/- Roof deck and framing by others. All roof details shall comply with _ Chapter 15 of the 2010 FBC and Chapter 9 of the 2010 FRC. ,/- Outer Polycarbonate Dome O Inner Polycarbonate Dome Sealant Sealant Tape -Sealant0 —Condensation Gutter Sealant 0 Curb Mount Model #12 Stainless Steel Fastener with neoprene gasket. One fastener located equidustant from each corner. (Four fasteners per skylight) #10 X .375" stainless steel fastener @ 4" from each corner, maximum I I" 9� on center. 0.060" Aluminum Frame O 1-3/8" Min. Embedment 0 0 U Z 0 U W r 0 m Ro"If J. i4�a , P.E. FJO WA PZ Na 49752 No 49752 STATE OF 114