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Home My WebLink About2408 S Lake AveCITY OF SANFORD7AUGiBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: j lQ r a.3R Documented Construction Value: $ Job Address: 2yoe 6. b7 a 4vc COrwo d 3 Parcel ID: `- 19 52C1- ®`7(O - 1SO Historic District: Yes No Residential 1 r Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: CA\,21", Phone: CjZO649 <-2-07 Fax: asph;'l, Title: ft --) S0 0, 0-,1V' . Email: c'( G c0nJzC' ro(\ lt l` rLk- -C3swt Property Owner Information Name 6X(A_&Ir O `2(/ Street: 0 v City, State Zip: tC-t u -t0 u 1 fir/ 1 Phone: Resident of property? : ontractor Information Name C-) CS Con 4N__ 6ck n t" V G Phone: Z.( Ce - S 2,L -)L Street: 4603 YR V 8pG,G'o L- \ Fax: Uva) `LTi' City, State Zip: (D State License No.: C` 13)71,' Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NONCE: In addition tq the requirements of this permit, therd may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be done in compliance with all applicable laws regulating c Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID c ate and that all work will7uc'' ti and n' g. 15' 0;1 /C ofdittractor/A Date ractor/Aiiebt's Name of Florida pNy s`4, JOHNATHAN FLORES Notary Public - State of Florida Commission #F FF 995414 fem r My Comm. Expires May 23, 2021 Os//S- / Date EJir$aie *Known to Me or Produced ID _ Type of ID EL bt, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 8/15/2016 Florida Building Code Online t" r Nr3 . s SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications (. FBC Staff ( BCIS Site Map Links j Search Product Approvalr . ' :USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5,4-4.4-.R9_3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CCertainTeed_Corporation-Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark. d. harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory LAsphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE L Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R9 COI 2016 01 COI Ni min n pd Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code hftps:lAvww.floridabuilding.orgtprlpr app dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCIS%2bbcDlOm5s%3d 1/2 1512016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt Shinole FL5444-R9.pddfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R9 AE 2016 02 FINAL ER C RTAINTEED Asohalt Shingle FL5444-R9.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick jgM_. Product Approval Accepts: N M E Credit Card Safe https:l/www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXClwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD10m5s%3d 212 EVALUATION REPORT CertainTeed {orporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET,, UNIT #13 OXFORD, CT 06478 PHONE: (203)262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1110' FL5444-R9 Date of Issuance: 09/22/2005 Revision 10: 02/16/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5ch Edition (2014) Florida Building Code sections noted 'herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid Until such time as the named product(s) changes; the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete reviewof this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: f The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation: Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 ofthe.Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E.. 6tC „1 The facsimile sealappearingwas authorized byRobert Nieminen, P.E. on 02/16/2016. This does not serve as an electronically signed': Florida 59166NiiRestratono. Florida DCA i'. r " g , ,^,iLaV s t. - document. Signed, sealed tiardcopies have been -transmitted to the. Product Approval Administrator and toahe named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a;fiinancial interest in anycompany manufacturing or distributing products;it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a, financial interest in any company manufacturing or distributing products for whicK the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof; is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE:' Product Category: Roofing Sub -Category;; Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 WindResistance, ASTM D3161, Class 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: fnii " Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 05/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2069 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 &,D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678' 02/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20T-, XT- 25, XTTm 30 and XTTm 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slater"', Grand Manor Shangle®, Landmark', Landmark"' IR, Landmark' Pro, Landmark TM Premium, Landmark'" TL, Landmark' Solaris and LandrnarkT" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, I.I.C. Evaluation Report 3532.09:05-1110 Certificate of Authorization #9503 FL5444-119 Revision 10: 02/16/2016 Page 2 of 12 f TRINITY ERD 4.4 Presidential Shake', Presidential Shake' IR, Presidential Shake TLT" and.Presidential SolarisTm are fiberglass reinforced, architectural asphalt roofshingles.. 4.5 Hatteras'", Highland Slate' and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4,6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow Ridge TM, Cedar Crest"', Cedar CrestTm IR,, NorthGate Ridge and NorthGate Accessory, are; fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS'' 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product: 5.4 Wind Classification; 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7;1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158; Class H, indicating the shingles are acceptable for us in all wind zones UP to V d, = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and. NorthGate Accessory hip ,& ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V„it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles Listed in Section 4.1 through 4.6 (except Presidential SolarisTM) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V it = 194 mph) for residential buildings Located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local. jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3: 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Exterior Research and Design, LLC. Evaluation Report.3532.09.05•R10 Certificate of Authorization 11950 FL5444-R9 Revision 10: 02/16/2016 Page 3 of 12 1 TRINITY ERD 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and: shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.3.1 CT20m, XTm 25, XT"" 30, XT"" 30 IR: LOW AND STANDARD SLOPE ENGLISH b 5/8" (145 mi 51&.'Otani rx 12" 12" 12" METRIC . 1311a" 131/8" 131/8" 1"(25 mm) Sealant 1" (25 mm) +{ 61A Figure 11:3: Use four nal/s for every full sbingle. 6.3.1.1 Hip & Ridge: Cut Shingles 1'' + I I 2 ' (50 mm) .—Remove—, 25 mm) r it - 212" Cap Cap, Cap 305 mm) Shingle Shingle Shingle l Figure 11-24: Cut tabs, then Mm back to make cap shingles English dimensions shown). STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt rooting cement meeting ASTM D4586 lope f1 is suggested. I Rooting Cement Apply 1"(25 gran) spots of asphalt roofing cement under each tab corner. Figure 114- Use four nails and six spots ofasplmll meat on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Nr ,ml o t1Ooap c,i2 \otN Figure 11-25: Installation of caps along the hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate of Authorization 119503 FL5444-R9 Revision 10; 02/16/2016 Page 4 of 12 305 mm) 305 mm) x—(305 mm) 1 (25 mm) Sealant 1" (25 mm) ood METRIC . 1311a" 131/8" 131/8" 1"(25 mm) Sealant 1" (25 mm) +{ 61A Figure 11:3: Use four nal/s for every full sbingle. 6.3.1.1 Hip & Ridge: Cut Shingles 1'' + I I 2 ' (50 mm) .—Remove—, 25 mm) r it - 212" Cap Cap, Cap 305 mm) Shingle Shingle Shingle l Figure 11-24: Cut tabs, then Mm back to make cap shingles English dimensions shown). STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt rooting cement meeting ASTM D4586 lope f1 is suggested. I Rooting Cement Apply 1"(25 gran) spots of asphalt roofing cement under each tab corner. Figure 114- Use four nails and six spots ofasplmll meat on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Nr ,ml o t1Ooap c,i2 \otN Figure 11-25: Installation of caps along the hips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate of Authorization 119503 FL5444-R9 Revision 10; 02/16/2016 Page 4 of 12 6.3.2 Carriage House Shangle®, Centennial Slate'" and Grand Manor Shangle®: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle: 25 mm) (25tmm). 518" 8 51W 18 mm) (220 mm) klgure l7 -h- U.re,rtie nails for etsery fust GrandManar S&)*, Carr4e /fouse Shangle., or Centennial Slate 6.3.2.1 Hip & Ridge: Shangle® Ridge Figure I7-18• Atingle" Ridge. l I RINITY'lERD Use seven nails and three spots ofasphalt rooting cement for every full Grand Manor Shangle. Use rive nails and thme:spots of asphalt. roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt rooting cement 1' (25 mm) from edge of shingle Figure 17-3,). Asphalt roofing cement meeting ASTM D4586 Type if is suggested. ft.m 17.5: Wien installing Grand Manor Sbangks on steep slopes, use seven nags and three spots gf aspball roofing Cement. 18• Exposure Remove tape from the right side g• and fasten SECOND. RIGHT LEFT Figure 17-19,• Installation ofSbangleO Ridge shingles on bips and ridges.. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09:05-R1t) Certificate of Authorization #95(13 FL5444-R9 Revision 10: 02/16/2016 Page 5 of 12 TRINITY ERD 6.3.3 Landmark". LandmarkTM IR landmark' Pro (formerly LandmarkTM Plus), LandmarkTM" Premium, LandmarkTM" TL, LandmarkTM' Solaris, Landmark"" Solaris IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm)—j—(375 mm) -----(305 mm)–H 7-rr(25 mm) Release Tape I'l (25 mm)–') –' 11/2" Naila4le'F -MIR=. Area LANDMARK TL 13'/2" 13" 13'/2" 1--(343 mm)—j—(330 mm)-- x-(343 mm)– I--1" (25 mm) 1" (25 mm) --I M M Figure 13.4. Use four nails for ereq frr/l sburgle. NorthGate: WIDE uaus4 1r 14319" it AREA 05 mm) 375 mm) (305 mm) 1" (25 mm) I / ,I r nd bw ( 1" (25 NaZing areas for tam and standard sbpsa (4'om 2:12 to 21:12) Nall i>mvw upper d bw er Base es stgwtn above. STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 Typc 11. Apply 1" spots of asphalt roofing cement unde each corner and ai about 12" to 13" in from each edge. METRI( DIMENSIONS 305 mm) 375 mm) 305 mm) 1 (25 mm)I"(25 I Release Tape mm)-' Nail Area For Steep I 25 mm) – – – – 25 mrr: Roofing Cement Exterior Research and Design, I.I.C. Certificate of Authorization 119503 Evaluation Report 3532.09.05-1110 FLS444-R9 Revision 10: 02/16/2016 Page 6 of 12 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: F I hereby name and appoint an agent o£ eco nccAr Ckbo tne, ---- , Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit a d application for work locate at: wk z 60cq. Zoo S. L Wge 37771 Street Address) Expiration Date for This Limited Power of Attorney: 1,6 -Zol'6- License Holder Name: State License Number Signature of License f STATE OF FLORIDA COUNTY OF The foregoing inslq,,nent was acknowledged before me this I3°day of 14V, 20)K 1 , by Ja ha Y anc(2 who is personally known to me or ho has produced FL cb, identification and -Ad (did not) take an oath. a Notary Seal) ( )A rngr A -I Print or type name JOMNATHAN FLORES Notary Public -State of L Notary Pubtic - State of FlotiOa Commission No. I=Fj`( Commission #F FF 995414 My Comm. Expires May 23, 2020 My Commission Expires: D Z3 2 vIP1 Rev. 08.12) as SCPA Parcel View: 36-19-30-524-0700-0150 IpsR'' sctiv+a.}: alp nnv, n.z:ow Parcel Information Page 1 of 2 Property Record Card Parcel: 36-19-30-524-0700-0150 Owner: LIGHT SKY ENTRPRISES LLC Property Address: 2408 LAKE AVE SANFORD, FL 32771 Parcel 36-19-30-524-0700-0150 Owner LIGHT SKY ENTRPRISES LLC Property Address 2408 LAKE AVE SANFORD, FL 32771 Mailing 111-09 85TH AVE RICHMOND HILL, NY 11418 Subdivision Name DREAMWOLD 3RD SEC Tax District S1-SANFORD DOR Use Code v 01 -SINGLE FAMILY Exemptions 43 -AFFORDABLE HOUSING(2007) Legal Description LOT 15 BILK 7 3RD SEC DREAMWOLD PB4PG70 Taxes Value Summary f Tax Amount without SOH: $0.00 2015 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Taxing Authority 2016 Working 2015 Certified Taxable Value Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 38,636 36,001 Depreciated EXFT Value 49,098 Land Value (Market) _ 10,462 10,462 1 Land Value Ag 49,098 JusUMarket Value " 49,098 46,463 Portability Adj 49,098 0 Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 PBG Adj 0._ ....,.-.,_ 0___ Assessed Value 49,098 M 46,463 T f Tax Amount without SOH: $0.00 2015 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund j $49,098 49,098 0 Schools 49,098 49,098 0 City Sanford 49,098 49,098 0 SJWM(Saint Johns Water Management) 49,098 49,098 0 County Bonds_ 49,098 49,098 0 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 5/1/2016 08700 1 0561 $45,000 No Improved CERTIFICATE OF TITLE 4/1/2016 08671 0362 $100 No Improved SPECIAL WARRANTY DEED 2/1/1997 03205 1723 $33,300 No Improved SPECIAL WARRANTY DEED 11/1/1996 03160 0868 $100 No Improved CERTIFICATE OF TITLE 7/1/1996 03108 1364 — ' $40,200 No Improved SPECIAL WARRANTY DEED 12/1/1992 02516 f 1203 $35,000 No Improved CERTIFICATE OF TITLE — 2/1/1991 02265 0762 $31,500 i No Improved ) WARRANTY DEED 7/1/1988 01985 0915 $60,800 Yes Improved WARRANTY DEED 12/1/1986 101804 1772 $40 000 No Vacant WARRANTY DEED 8/1/1985 101664 0205 $27,600 1, Yes Vacant Page 1 of 2 (11 items) [S] 2 Find Comparabia S 1.. Land http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193052407000150 8/16/2016 M1 6AUG16 City of Sanford Roof Permit Application Checklist Y F O1 All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: 00/> Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. rCopy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). IA A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 06ri Eertificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). W Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Permit #: I, 6 2 Hurricane Mitigation Inspection Affidavit C\ \- '?f \\So hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at 2 o U L Job Site Address) CA V\ was done according to the urricane Mi igation Retrofit aj and have determined that the work based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making e staents in writing with the. intent to mislead a public servant in the performance of -hi- or er o cia 'duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. \ Signature Name of Co tractor 12- 12,0 Date " CCC Q76) 7 fQ- - License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 4 8, to make such an inspection. STATE OF FLORIDA COUNTY OF Q '' JSwornto (or affirmed) and subscribed before a this ( da ay of A(k , 20 f : , by who is Personally Known to rrI or has 1,P-roduced (type of id e tif'c tion) as identification. SEAL) Si'n4ture of Notary Public State of Florida E0. F. GARCES III Print/Type/Stamp Name tary Public -State of FloridaofNota PublicCommission # FF 216230' y Comm. Expires Jul 27, 2019 f 91