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HomeMy WebLinkAbout142 Cedar Ridge Ln7,'' CITY OF SANFORD BUILDING & FIRE PREVENTION MARb�� PERMIT APPLICATION . wL 1,1 Application No: g i L Documented Construction Value: $ (O, 25 Job Address: % t{Z!- A tfg2 R 1 D6 /- r A) • Historic District: Yes ElNo ❑ Parcel ID: 3 /-1 /q - 3/- ,5-017 - O O pip - O Z"7 O Residential Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: e E R-0 © is A AL' 1 i l T—EL-t-u 4 4 L S if l P6 LE-S Plan Review Contact Person: TESS/E 2 uL u r4G 19 Title: &657/Plfiu7- Phone:'140) '`f/r71 Fax:3Z1-V44 -V/7(o Email: /� p Property Owner Information AName G S Tq Phone: Street: / 7 Z r-606K P I b% c LP Resident of property? City, State Zip: SA /J F09-D , FL 3277 Contractor Information q Name C96C%/1/r A0001V6 Y?62 lftl S)IS Phone: t(O 7" 25--2." / 6 Street: 5QL 6 /e/fi 2 a L a 6 . Fax: 3 Z ( V 7 -f - V1 % 4 City, State Zip: Aca-nn? D 107 566S, F-� State License No.: 4L- 6 13 2, % 62 O Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: 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: 5'n Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there 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 I 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 constriction 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 information is accurate and that all work will be done in compliance with all applicable laws regulating con#ruction and zoning. Print Owner/Agent's Name Si atu of N State of a Date IAR ra Grant Thomas Deslwde �� NOTARY PUBLIC c -� STATE OF FLORIDA y i Comm# FF951653 wE Is, Expires 2/6/2020 Owner/Agent is P nally Known to Me or Produced ID Type of ID OV405 4WO-eE a 7 //Y of Print Contractor/Agent's Name U ZA14�,'A e Sign u N tate o on Date Grant Thomas Deslauflt m 1 NOTARY PUBLIC c —STATE OF FLORIDA Comm* FF951653 Expires 2/6/2020 Contractor/Agent is ersonally Known to Me or Produced ID Type of ID !ii? I i'rSV-f 0 W -V, BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application State of Florida County of Seminole Permit Number. THIS Name..INSTRUMENT PREPAR�BY. ` 4� �e I !(1 aif 1! 111 111111 fill Address: O .� _ �,_ i � ` `i'..:. 'l��'..iJ i - ii_i7.i.!`'ll.1i_i_ I:IJ��j��'� }• ;;_„ l it i_it..t._ 1._- ?fski; NOTICE OF COMMENCEMENT C:LERK', 2l 181''1219-1 r Parcol ID Number. 3 r —/ ! 3/—•�Z / — 0 000 ro Z7 d I �.!JI\i.:'I. P. ..� I� IYl 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 Commencement. OF PROPERTY: (Legal description of the property and street address if available) 7 C CPA)2- 9) L_L. R �O/ .r�-r PA G 2 i � d. L&E yt9-6< K / D E 4- S Al FOR1) r FL 3 Z77 / GENERAL DESCRIPTION OF IMPROVEMENT: k�2 DaF 14tzC -y1MC 7VRH-L IncNGCcs OWNER IN Address- Fee Simple Title Holder (if other than owner) Name; 1/E ,(COOS/AU6 S��li9-" S 7� 2P. Address: SEJ/ �oK-��iy6�/y`fK fSL!/O /g-E-7�,4r�'lo SP6S��C 3Z7/� Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor s Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. declare that 1 have read the foregoing and that the facts stated in it are true and be)fetj �. o .�. / \ I A r - �•`• owners PrwMd Nsor Fleroa Swur gg): - own0 . tsI sage, the rotte ef commencement and -4 one e§e may be pe^mtted to a'Bn ,o his o.' her Coad. State of V County of The foregoing instrument was acknowledged before me this � day of �/.� / �C� 40 by _Ai hfW(K.4 — v5_.. Who is personally known to me ❑ �tr Name d pe•serl mature sL�tcne.•d IOR who has produced identification ype of identification produced:`' h tea G ;,•��V / I � /_ � 1 _off . ^•."; e� , ;h�� /'lfwr " . (?rani Thomas �t NOTARY PUBLI�'C��. ^ STATE OF FLORIDA`T�; ' Comm# FFS51653 Expires 2/6/2020 CREATIVE ROOFING SPECIALISTS CCC1327601 501 Green Briar Blvd. Altamonte Springs, Fl 32714 Cell407-252-9641 Email: Fax: 321-445-4176 creativeroofinaspecialists@gmail.com 02/25/18 Ai E. Phongsa 142 Cedar Ridge Sanford, FL 32771 Work To Be Done At Your Premises: 1. Pull permit city of Sanford 2. Order dumpster 3. Remove existing shingles and underlying materials, including nails, down to the deck. 4. Nail all decking with 8D spiral ring shank nails, installed according to the code. 5. Install Synthetic underlayment. 6. Remove and install all existing ridge vents with new on roof (3) 7. Remove and install all new boots ( 3 boots) 8. Remove and install gooseneck vents (3 ) 9. Remove existing drip edge and install all new galvanized, factory painted drip edge 2 %" (color determined by customer), nailed according to code. 10. Install 30 year (limited manufacturers guarantee) Type of shingle: Architectural, color determined by customer. Clean work cites thoroughly and sweep magnetically for loose nails. All debris as a result of construction will be removed by Creative Roofing Specialists. - Will replace rotted/damaged decking up to two sheets at No Charge. Any additional will be replaced at $50.00 per sheet or fascia boards at $3.00 per lineal foot. Any additional damage underneath the plywood will result in additional charge. AGrand Total............................................................................................. $ 6,250.00 DownPayment.........................................................................................$ 3,700.00 Balance after job completed.................................................................... $ 2,500.00 Proposal VALID 30 DAYS FROM PROPOSAL DATE. - PAYMENTS TO BE MADE AS FOLLOWS: - 60% required upfront for down payment prior to start of construction. Additional amount due will be collected upon completion of job. - If paying with credit card, a 2.5% transaction fee is added to the total at time of payment. Acceptance of the Proposal- The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as shown above. Contractor Signature Customer Signature License CCC1327601 .� City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 1!? -11 qQ Project Location Address I7,�- eeos Q F l bG E LN. SAA) Fo9b t FL ..3 Z771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles T L /4 S F L 30s—P- Underla ments TG S v 01 G a 41=G Al3.50 kZ Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer ' Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signat Applicant's Name (Please Print) June 2014 Certificate of Authorization No. 29824 COO` *�R E E K17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ATLAS ROOFING CORPORATION Issued September30, 2017 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 (770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Franklin, OH Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain PRODUCT DESCRIPTION Legend (Ardmore) ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Glass Master®30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-Master®20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, (Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a (Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, (Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Hampton, Franklin & architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant Meridian) stripe that complies with ASTM D 3462 Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. (Dangerfield, Hampton, Franklin & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.6 FL 16305-R6 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES, LLC StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated (Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, REFERENCES int-ty Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA 27-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATLA 32-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA35-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 36-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA37-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATLA 38-02-01 Rev 1 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA 44-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA 67-02-01 ASTM D 3161 2016 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA 69-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 70-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 71-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 72-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATLA 79-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA84-02-01 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA 85-02-01 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATLA 86-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA 87-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-220-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-220-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-220-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-220-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-221-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-221-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-221-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-221-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-222-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-222-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-222-02-03 ASTM D 3161 2016 ATL13002.6 FL 16305-R6 Page 2 of 11 This evaluation report is r •Cvlded for State of Florida product approval under Rude 66,1 G20-3 The manufacturer shall notif)i (:PEEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GrLL° CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Entity Report No. Standard Year TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-222-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-223-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-223-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-223-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-223-02-04 ASTM D 7158 2011 PRI Construction Materials Technologies (TST5878) ATL-224-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-225-02-01 ASTM D 3462 2010A PRI Construction Materials Technologies (TST5878) ATL-225-02-02 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-225-02-03 ASTM D 3161 2016 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-225-02-04 ASTM D 7158 2011 ATL13002.6 FL 16305-R6 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Legend Basic Wind Speed (V,,,t): Basic Wind Speed (Va,d) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 1. Legend 4 Nail Pattem (Non-HVHZ only) 36" 12" I 12" `1� r 6' 4 2^ Figure 2. Legend 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 4 of 11 IIj evaluation report IJ provided for State 7r1 Florida product approval under Rule 61 Vr3Lnn -3. —[ He mallrladl arer shall IUalary CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC GlassMaster® 30 & Tough -Master® 20 Basic Wind Speed (V it): Max. 194 mph Basic Wind Speed (Vag): Max. 150 mph ATLAS ROOFING CORPORATION Asphalt Shingles Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 36V Nails A a ri [tii- I r ---+- 12" Figure 3. GlassMaster® 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) pails T_ 1n 12" a 12- ----+-12- Figure 4. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufaoturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMTm Architectural Basic Wind Speed (V,,It): Basic Wind Speed (Vag) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) 14 � ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 42" SINGLE Ya" SEALANT LINE PATTERN 1 LENGTH ON: 1 OFr YP TJ NAILINGAREA Figure S. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) SINGLE Yd" SEALANT LINE PATTERN 1" LENGTH ON: 1' OFF a" — �---END--- >---- ------—------ --�---—---G�--�---.. cosm NAILING AREA Figure 6. Pro-LAMTm Architectural Shingle 6 Nail Pattem ATL13002.6 FL 16305-R6 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 14" CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (V,,,1): StormMaster® Shake Basic Wind Speed (Vaw) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 42" IBOTTOM: 1" LENGTH ON: 1" OFF 131/3' q" TYP -�} ---- -- ---- ----- _------ - --- -- --- - -- -- - ---- -- ------ -- 7T 711E7D­� 1 "I . .. _ ®_ ®- - - - ®_ - ®- - - - 72' NAILING AREA � �„':; 14 t. _..7®L �___ _ ... __ __ . 1 » __ 71.. 67.. � 8 6„ Figure 7. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) 42" DOUBLE X- SEALANT LINE PATTERN TOP: 1 LENGTH ON: 3" OFF BOTTOM: 1" LENGTH ON: 1" OFF ."f - -- -- --- --------------------- ----------------------------- --- --- t — emm — — OEM— ®— — — �— — 1 14 T:i. �tz" NAILING AREA Figure 8. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (V,,,t): Basic Wind Speed (Vam) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 1" T 1 Figure 9. StormMaster® Slate 4 Nail Pattern 1" T l Figure 10. StormMaster® Slate 6 Nail Pattern ATL13002.6 FL 16305-R6 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w3 CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V,lt): Basic Wind Speed (Vag) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ) ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. n ---------------------------------------- ---------- - 1 12" tta v1� r 12 ga. 1-1/2' ring shank ..If 10" 2' 1 / 1" - o I o d( O Figure 11. Pro -Cut® Starter Strip ATL13002.6 FL 16305-R6 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V it): Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12 ga. 1-1/2" ring i shank nail i 12 1 I 6" i i Figure 12. Pro -Cut® Hip & Ridge ATL13002.6 FL 16305-R6 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKATLAS ROOFING CORPORATION Asphalt Shingles U TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named.manufacturer. �•`GP. No 74021 �:. STATE OF :�1/ 111111111101 CERTIFICATION OF INDEPENDENCE 2017.09.3 0 12:37:24 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT ATL13002.6 FL 16305-R6 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CITYpF` rSkNFO PERMIT # Building & Fire Prevention Division FIRE D f PAR T r? I: N I' RESIDENTIAL RE -ROOF SCOPE OF WORK JOB ADDRESS: / T A C"14 fZ 2 ! l.)G6 L-. ShN 7=0k)f STRUCTURE TYPE: 10 SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) /O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF) DECK TYPE (PLEASE SPECIFY): V, I t * *PLEASE NOTE: ONLY 100 SQUARE FEET OF EXISTING DECK IS PERMITTED TO BE REPLACED " ROOF VENTILATION: D OFF -RIDGE P11JDGE QSOFFIT OPOWERED VENT OTURBINES SKYLIGHTS: O YES �NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 X2:12 - 4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODU/C�T APPROVAL %SHINGLE L. FL# �V O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# OINSULATED FL# Q TILE FL# O OTHER: l f� SS(41(4d�PFL# 1 13 S - f U ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# TORCH DOWN FL# OINSULATED FL# ' O TILE FL# O OTHER: FL# City of Sanford Building Division o Residential Re -Roof Inspection Policy & Procedure PERMITTING REQUIREMENTS —NO PLAN REVIEW REQUIRED This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required to be submitted as part of your permit application. The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that will be installed on the project. A permit will not be issued without these documents. Copies will be made to post on the job site. "Projects located in the Sanford Historic District will require plan review and approval by the Sanford Historic Preservation Board INSPECTION POLICY & PROCEDURES A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile Home, Apartment and/or Condominium) Re -Roof Permits. The Following is required to be provide on the job site: • Permit Card, posted in a conspicuous and weatherproof location • Completed Residential Re -Roof Scope of Work • Completed and Notarized Inspection Affidavit • All Florida Product Approval and Corresponding Installation Instructions • (Product Approval shall match what is on the scope of work) • Digital Photographs (must include the permit number or address in each picture) o Each plane of the roof, showing the underlayment installed o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler) o Roof Deck Nails used (including a measuring device or ruler showing size of nails) o Underlayment Pattern & Spacing (including a measuring device or ruler) o Drip Edge & Valley Attachment (including a measuring device or ruler) o Shingles installed, nail pattern and location of nails Skylights (if applicable) o Digital photographs showing all installation components, per FL Product Approval o Digital photographs showing all required flashing, per FL Product Approval Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design Professional (architect or engineer), certifyi FBC code comp 'anc personal inspection. CONTRACTOR (oR OWNERB�UILDER) SIGNATURE:, DA / V SCPA P�icel View: 31-19-31-527-0000-0270 htip://parceldetail. scpafl. org/ParcelDetailInfo. aspx?PID=3119315270... Property Record Card Pt'In�� JGl[ Parcel: 31-19-31-527-0000-0270 Property Address: 142 CEDAR RIDGE LN SANFORD, FL 32771 i Parcel Information Value Summary _ . Parcel I31-19-31-527-0000-0270 i 2018 Working 12017 Certified I Values Values Owner PHONGSA, Al E I - -_-_.. -- -- -- - _— - --- -- - -) PHONGSA, Al E E Valuation Method Cost/Market CosVMarket ji Property Address ! 142 CEDAR RIDGE LN SANFORD FL 32771 — — (i f Number of Buildings 1 1 Marling F 142 CEDAR RIDGE LN SANFORD, FL 32771-1500 i Depreciated Bldg Value $93,357 $88,053 Subdivision Name I CEDAR HILL REPLAT f j Depreciated EXFT Value $325 $338 Tax District + S1-SANFORD — } i Land Value (Market) $32,000 $30,000 I DOR Use Code; 01-SINGLE FAMILY I; Land Value Ag Just/Market Value " $125,682 $118,391 Exemptions j 00-HOMESTEAD(2018) ! I _. _ .._. j Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $5,908 i P&G Adj $0 $0 Ih Assessed Value $125.682 $112.483 i OPP Seminole County GIS Legal Description LOT 27 CEDAR HILL REPLAT PB 63 PGS 96 97 & 98 Tax Amount without SOH: $2,180.00 { 2017 Tax Bill Amount $2,180,00 Tax Estimator Save Our Homes Savings: $0.00 i " Does NOT INCLUDE Non Ad Valorem Assessments Taxes Taxing Authority Assessment Value Exempt Values I Taxable Value County General Fund $125,682 $50,000 $75,682 Schools $125,682 $25,000. $100,682 City Sanford $125,682 $50,000 $75,682 l SJWM(Saint Johns Water Management) $125,682 $50,000 $75,682 l i County Bonds $125,682 $50,000 Sales Description Date Book 1 Page Amount Qualified Vac/Imp WARRANTY DEED --1 10/1/2015 08570 0629 $134,000 Yes Improved SPECIAL WARRANTY DEED 6/1/2015 08505 0864 $72,500 No Improved CERTIFICATE OF TITLE 3/1/2015 08441 0630 $100 No Improved WARRANTY DEED 3f1/2007 06615 1630 $195,000 Yes Improved SPECIAL WARRANTY DEED 12/1/2004 05571 1452 $114,500 Yes . Improved WARRANTY DEED 7/1/2004 05390 0975 $567,300 No Vacant Find Comparable Sates Land Method Frontage Depth Units Units Price Land Value LOT 1 $32,000 00 $32,000 Building Information Its Bed/Bath count incorrect? Click Here 1 of 2 3/1/2018, 2:53 PM SCPA Pfnel View: 31-19-31-527-0000-0270 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PfD=3119315270... i Description Year Built Fixtures Bed Base Area i Bath Total SF Li\�Jng SF Ext Wall i Ad Value Re Value i Appendages i u Permits Permit # Description Agency Amount CO Date Permit Date -- - - --- ----- ----- -- 02339 PAD PER PERMIT 142 CEDAR RIDGE LN SANFORD $58,788 11/2412004 4/26/2004 Extra Features Description PATIO 1 Year Built 5/1/2004 i Units Value 1 New Cost $325, $500] 2 of 2 3/1/2018, 2:53 PM x Building & Fire Prevention Division RESIDENTIAL BE ROOFAFFIDAVIT RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL, ROOF COVERINGS PERMIT #: _ 1 :� - / l '/9 ADDRESS: NZ e,� e �a R / i fe � N —zu. l U - { , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF R HAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE REQUIREMENTS — SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETRO MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). FIT LICENSE #: C— /_ c COMPANY/ CONTRACTOR: i CONTRACTOR SIGNATURE: _ (MUST BE SIGNED BY LICENSE WIR A FINAL ROOF INSPECTION IS REQUIRED: DATE: 3- / Y- .2 afr THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING, N THE UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ODECK FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS. "FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS. STATE OF FLORIDA COUNTY OF �—C44//WL l- Sworn to and Subscribed before me this % ` day of / "I Q/-C 41 20 N b J Y• a c� . Who is Lj Personally Known to me or has -i Produced (type of identification) 'UtFV75 /l�Uil�i .,ide.tific,tio.- Skn3wre ofNXarKublic State of Flo Ida Grant Thomas Deslauder s C- NOTARY PUBLIC a Print/Type/Stamp Name STATE OF FLORIDA Comm# FF951653 of Notary Public ' E IExpires 2/6/2020