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Home My WebLink About2439 Myrtyle Ave (2)Job Addre CITY OF SANFORD ECEIV1E BUILDING & FIRE PREVENTION PERMIT APPLICATION DEC 21 2016 Application No: Documented Construction Value: S Historic District: Yes ❑ No ❑ Parcel ID: , 5&-/ � —:'30_ C_� � _ '` — Q r? 16 Residential [-rmmercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: Phone: Fax: Title Email: Property Owner Information Name e "S Street: City, State Zip: Contractor Ink Phone: Resident of property? : Name A f - e.'k UD« -,q -t-, n4e/� /'�J�-Phone: V 6 ) W(I Street: C2 d, Fax: �, /� City, State Zip: a p� G` IR— ( � a- State License No..- a— ArchitecVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. 1 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'" Edition (2014) Florida Building Code up„;C.A. I.— zn M5 Permit ADDlication 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 r6quit:ed•from other governmental entities such as water management districts, state agencies, or federal agencies. i i Acceptance of permit is verification that I will notify the owner of the propertytof 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 jr, 0,k,� (I)a /,, a1-�6 Sigri re of Contractor/Agent Date P ontractor/Agent's Name Lk)� (,) ;� / / co Sign t of Florida Date MYCOMHSSIONIrF178 >a• �'. EXPI.gES: FebrLary 25, 2019 BondediTroWoWr•P r ublw Uodenwiters Contractor/Agent is Personally Known to Me or Produced TD Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads _ Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Aonlication x111* I u4 *+� RAISER 1 Parcel Information Property Record Card Parcel: 36-19.30-539-0000-0710 Owner: SHINAMAN LOUIS M 8 BARINA MICHAEL A Property Address: 2439 MYRTLE AVE SANFORD, FL 32771 Parcel 36.19.30.539.0000.0710 Owner SHINAMAN LOUIS M 8 BARINA MICHAEL A Property Address 2439 MYRTLE AVE SANFORD, FL 32771 Mailing 1340 LAKE ROGER CIR OVIEDO, FL 32765 Subdivision Name FRANKLIN TERRACE Tax District S7-SANFORD DOR Use Code 1701-OFFICE/CONV. RESIDENTIAL Exemptions , $70,935 Nto is 71 0 72 128 Seminole County GIS Value Summary Tax Amount without SOH: $2,551.64 2016 Tax Bill Amount $2,551.64 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2017 Working 2016 Certified Values Values Valuation Method ! Cost/Market i CosUMarket Number of Buildings 1 t Depreciated Bldg Value I $70,294 , $70,935 Depreciated EXFT Value $4.981 $5.157 Land Value (Market) $51,200 ; $51,200 Land Value Ag Just/Market Value " $126.475 $127,292 Portability Adj- Save Our Homes Adj s0 s0 Amendment 1 Adj - s0 $0 P&G Ad) - - Iso $0 Assessed Value $126.475 $127.292 Tax Amount without SOH: $2,551.64 2016 Tax Bill Amount $2,551.64 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description -------- ---------- ----------- — LOTS 71+72 FRANKLIN TERRACE PB3PG78 Taxes - — - ------------ - — ----- ------ Taxing Authority Assessment Value Exempt Values Taxable Value City Sanford $126.4751_ $0 t $126,475 SJWM(Saint Johns Water Management) — $126,475 $0 $126',475 County Bonds ; $126,4751 $0 $126,475 County General Fund - - — ---- — - - - -- - - - - ---- -- $126,475 -- - - - --- -------- - $0 .. S126,475 Schools � $126,476' $01 $126,475 --- - ------ - Sales ------- ------ ---- ---- ---- ------ - --- - ----- --- ------------ --- Description Date Book Page Amount Qualified Vac/Imp WARRANTYDEED 1 3/1/2005 I05642 $142.000 Yes 1893--_—,- Improved - WARRANTY DEED - 7/1/2004 - -� ; 05445 1451 - i $110,000 , Yes Improved WARRANTY DEED j 8/1/1987 j 01875 102—„59 $50,000 Yes Improved WARRANTY DEED 11/1/1874 01035 10884 $17,000 Yes ; Improved Find Comparable Sates Land--- ------ - -- -- --- --- — -- --- -- ----- ---- -- Method Frontage Depth Units Units Price Land Value SQUARE FEET I 0.00 • 0.00 , 12800 $4 00 ; $51,200 Building Information p Description Year Built ActuallEffective stories Total SF Ext Wall Adj Value Repl Value Appendages 1 COMM/RES 1951/1980 1 I 900 I CONCRETE BLOCK - MASONRY 1 $70,2941 $85,464 ! Description Area I I BASE SEMI FINISHED 128 _00 I I i i OPEN PORCH FINISHEDl, 64.00 I ; I I I Permits - - - --- - - - ---- --- Permit A Description Agency Amount CO Date Permit Date 01304 ADDITION - COMMERCIAL SANFORD $4,600 3/1/2003 I 00171 ADDITION - RESIDENTIAL I SANFORD $1,300 ; 10/1/1995 Extra Features Description Year Bul" Unds Value New Cost VINYL FENCEICOMM 11/1/2004 879 $2,9911 $5,274 WOOD UTILITY BLDG - - 12/1/1989 224 j - $5381 - - - $1,344 COMMERCIAL ASPHALT DR 2 IN 12/1/1979 3,990 ' $1,4521 $3,631 ARCHWAY INTERNATIONAL, INC. Certified Roofing Contractor - CCC -1326774 Certified General Contractor — CGC-1504809 PROPOSAL/ CONTRACT No.16- ��L� �s � N ► �.w�o.,v� Project Address au 3<� "�-��- Sc 00-d �t Owner's Email: Owner's Phone: l o�_ 19U -100 `-? SCOPE OF WORK See attached scope of work. CONTRACT AMOUNT General Conditions CASH TRANSACTION 1. This proposal is valid for 30 days. 2. Payment: Client agrees that if the amounts due and owing hereunder are not paid when due, client also shall be liable to pay all costs of collection, including but not limited to reasonable attorney's fee and costs, which amounts together with all sums due and owing hereunder shall bear interest at 1.5% per month. 3. a. The Shingles will carry a ( 6) years Manufacturer's warranty. b. The contractor guarantees the performance of the new system for a period of 5 years. 4. PAYMENTS: YZ due at acceptance %after completion. 5. COMPLETION DATE: ( )weeks from date of acceptance. 14&Q-VLW J&4,, &4Q --h iZ /9-l6 Contractor's Signature Print Date ACCEPTANCE OF PROPOSAL/CONTRACT The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. rz .4ourS Client's signature Print Date 480 Lake Bennett Ct. Suite B, Longwood, Florida 32750 9 Tel. 407-636-8851 • Fax. 888-340-6538 SEM/NOLE COUNTY MULTI JUR/5D/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date I Z - I Qi - I (o I hereby name and appoint: �� - r!) u an agent of: AW.C'Lt . n , ,mac- r-) CA ,, C nw 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): ❑ All permits and applications submitted by this contractor. OOrr� I(Q The speck permit and application for work located at: 1 �� g !�1'?t,1v_'�, � l•o_ Kl r 9,0 (Street Address) Expiration Date for This Limited Power of Attorney: 177- - '- l License Holder Name: %Y a X 1100,lifaao,t'4- State License Number: Signature of License He STATE OF FLO A COUNTY OF errVr4D 1 'e— The foregoing instrument was acknowledged before me this _day of 0 G C , 20)t, by M61 .X Oa Z ga e g who is rsonally known to me or O who has produced as identification and who did (did not)k an oath. r A 17 ROBERT �,,.:; ,tip► J COUCH MY COMMISSION # FF984753 •P;,, EXPIRES April 71, yr F Nltaryseniwcp, Print or type Notary name Notary Public - State of Commission No. My Commission Expires: Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 Page 2 of 2 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 11 2016 02 FINAL ER CERTAINTEED Asphalt Shinale FL5444-Modf Approved for use outside HVHZ: 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 CERTAINTEED Asphalt Shinale FL5444-R9.Ddf 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. Coovrleht 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 mall 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(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 smalls provided may be used for official communication with the licensee. However email addresses are public 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 click b=. Product Approval Accepts: = L1110'c— re U& QOTRINITYI;ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate oJAuthorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1110 18 Moores Road FL5444-119 Malvern, PA 19355 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 5th 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: 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 of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/16/2016 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the 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 I 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 which 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 IERD 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. 1 TRINITY I ERD 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 Prope Standard Year 1507.2.5, 8905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Entity 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 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 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 IOCA44960 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 CT20'", XTm 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shanglem, Centennial Slate'", Grand Manor Shangle•, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1130 Certificate OfAuthorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 2 of 12 �1 TRINITY'J ERD 4.4 Presidential ShakeTM, Presidential Shake"" IR, Presidential Shake TL'" and Presidential Solaris" are fiberglass reinforced, architectural asphalt roof shingles. 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'", Shadow Ridge", Cedar Crest'", Cedar Crest" 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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„lt =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 Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (Vul, = 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 611320-3. 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 Cerd icote of Authorkation x9503 FL5444-R9 Revision 10: 02/16/2016 Page 3 of 12 6.2.1 6.2.2 6.3 6.3.1 6.3.1.1 QOTRINITYIERD 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. 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. 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 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. MOT", XT" 25, XT" 30, XT" 301R: LOW AND STANDARD SLOPE ENGUSN 12" 12" 12" -(305 mm)—{x-(305 mm)—}—(305 mm) -o 1..(25mm) Sealant— Ll "(25mm)� 5 $/9" (145 tnm) 51/T PbM rrcod METRIC 131/9" 1314" 131/9" 1"(25mm) — Sealant 61/9 T Rpm 113: Umpur nailsf-a-7fidl sW*. Hip & Ridge: Cut Shingles (25rtm_1 t1 —1 —2"(50mm) t�emove �Rti^ I I 1 1( I jl --- -- ---112" Cap Cap Cap 3D5 12" Shingle Shingle SAfnpte j Figure 11-24: Cut tabs, then h1m brocb to Make COP sbtngles (&Wab dbnensions sboton). STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASDL D4586 Type 11 is suggested. I - Rooling Cement Apply 1"(25 mm) spols of asphalt toofing cement under each lab coiner. figure 114. UseJbur nailsaidsir spots ofmpbalt mmmlon steep shyer 'CAUTION: Excessive use of roofing cement can cause shingles to blister. V `12" (305 ram)�'� Fast (125 tom) I` vvca Il 5ghW� 5 5� o'No�jpO°v figure 11.25. Install im oJwys along the Ups and rdja. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, ILC. Certipcate o/AuthoriioHon 09503 Evaluation Report 3532.09.05-R30 FL5444-R9 Revision 10: 02/16/2016 Page 4 of 12 6.3.2 6.3.2.1 QOTaINITYIERD Carriage House ShanaleO. Centennial SlateTM and Grand Manor ShangleO: LOW AND STANDARD SLOPE Use five nails for ever# full shangk. (25tmn) 516" 6516 (t6 mm) MMM) _l. Figure /7.9: Ilse f ie nails forerrrvvjW Grand Alanursdon8te. Carriage notal %bangle, or CenlennralYale Hip & Ridge: Shanglem Ridge 1Y Remove This Tape Figure 17-I .lhangle" Ridge. STEEP SLOPE Ilse ween nads and Ihrir: spxs of asphalt roofing Lenirmt for every full Grand Manor wrangle. Itse Me aWls and dirm spots of asphalt nxrfing cement for every full Carriage (louse Mangle and I:entmsial %Late. Apply asphalt roofing cement 1- (2i noon) from edge of shingle (Figura l7•5)• Asphalt roofing ccmcm rneming ASTM 045861)7x II Is suxptcd. PER M-000 M n t' l 'mm ---- ftmr 17.5: Wben imwHing Grand Manar Mangla on sleep slopes. nor wren nags and /boor yrNs afaspbal► roor,rrg rrr»rnr. 18. Exposure Remove tape from the right side 1' f �`� 8• and fasten /SECOND Fasten the 0 leis side 85/8. RIGHT FIRST Ily LEFT Figure 17-19: Installation ofSbatigle® Ridge sbingles on bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-R10 Certificate of Authorisation #9503 FL5444-R9 Revision 10: 02/16/2016 Page S of 12 ��TRINITYJERD 6.3.3 LandmarkTM. Landmark'" IR, LandmarkTM Pro (formerly Landmark," Plus), LandmarkTM Premium, Landmark- TL, LandmarkTM Solaris. Landmark' Solaris IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 17' raaro -1305 mm)—t--(375 mmea)r-r- (305 962) + ri orarsw "5 mm) wwer�msmu)rr+iw e6a Rdap n(3�D5 1. (25mm)—wI �~ r 125 mal ( Uopr nal Ire r l25 mal- Nailable* owr nelIns Area LANDMARK TL 13'h" 13'• 13'h•' 1--1343 min) -� (330 mm)~ �-1343 mm)--( IL-1" (25 mm) 1•' (25 mm)-�I - VA V . a7A Figuar 134. Use four nails for mig full shingle. NorthGate: WE raaro tr 1a 3w it I+- 1305 ram) 1375 mm) —1— (305 962) + "ro tints �~ r 125 mal ( Uopr nal Ire r l25 mal- owr nelIns lWnp somas talon rand dw4wd doss(tars 2:12 b 21.12) Nal bebxn utlom 6 haw Tres a3 e'mrta tDwe. STEEP SLOPE Use sis nails and four spots of asplath roofing cement for every full laminated shingle. ke below. Asphalt roofing cement should meet AJTdt D4586 *Type II. Apply 1" spots of asphalt rooting cement onde each corner and at alx)m f2-10 13" in from each edge. METRIC DIMENSIONS - 12" 143/4-, (305 mm) (375 mm) I (305 mm) *Re'oe1'ie,Mn'Ce Tape1"(25 mm) --1 Nail AreaFot Steep(25 mm)(25 maiment Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R10 Certificate ofAuthorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 6 of 12 QoTmNITYIERD LANDMARK n 131/2', 13" —13112'= (343 mm) (330 mm) (343 mm) 't1"(25 mm) 1125 mm) --i I M; rmo M �oz,-o Nailing areas for steep dopes (greater than 21:12) and "Storm -Nailing" Nail beyveen lower 2 nai lines as shown above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" or NothGate Accessory Figure 13.16.• Sbodrw Ridge aaoessory s&Wgles dawb mdyfiom Jbrsse-pleas unUs fo make 72 tndfoldwd cap piwas. 12' {.� 97/r (Mmm) I (250mm) 415/1 8' G III.�� q15/i6' 6' (150mm) 050mm) ^( {125mm) (125mm) Notch for I Notch for Uwrhv Centering 17 131/4' � i 6nan) NwNotches for Ali nmeottoT"0!r`4!`9"0 T the Top Edge of the Previous Me 080—) Captor 55N(141mm) Expmre ( m) English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certificate o1Authorlcatron #9503 F1.5404 -R9 Revision 10: 02/16/2016 Page 7 of 12 Figure 13.5: Use my nads andEbur Vols of aspdd/l roofingceumnl on skep adip n NorthGate: STEEP 12' 14-314' 12' SLOPE NAILING --(30S mm)— — (375 mom—► ---(305 rt �� 1 Nailing mita 1'( 1'(25 mm .— 25 mm) �na!nes.( Nailing areas for steep dopes (greater than 21:12) and "Storm -Nailing" Nail beyveen lower 2 nai lines as shown above. 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" or NothGate Accessory Figure 13.16.• Sbodrw Ridge aaoessory s&Wgles dawb mdyfiom Jbrsse-pleas unUs fo make 72 tndfoldwd cap piwas. 12' {.� 97/r (Mmm) I (250mm) 415/1 8' G III.�� q15/i6' 6' (150mm) 050mm) ^( {125mm) (125mm) Notch for I Notch for Uwrhv Centering 17 131/4' � i 6nan) NwNotches for Ali nmeottoT"0!r`4!`9"0 T the Top Edge of the Previous Me 080—) Captor 55N(141mm) Expmre ( m) English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certificate o1Authorlcatron #9503 F1.5404 -R9 Revision 10: 02/16/2016 Page 7 of 12 927137 (250 mm) � 15/1G 1125 mml 1 Cer�dit p NoOth t 131/4 T Alpn thxd / I now" to aD 7 5B' C*01 (194 mm) — perious couse NorthGate Ridge �12,nm) I � ,Laying Notch All 5,(t25mm) 1 Figure 13.20• use toying notches to center sbhWa on bier and rqw, and to hale the cormt erpvsma^ ��TRINITYJERD 131/6" —(333 mm) P. -85/8'- ,0-8 5/8'-► 168mm) 188 mm NorthGate Accessory Note: For ASTM D3161 - Class F of Shadow Ridge'", use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest", Cedar Crest" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. Exterior Research and Design, I.I.C. Certificate of Authorization 09S03 Evaluation Report 3532.09.05-1110 FL5444-R9 Revision 10: 02/16/2016 Page 8 of 12 1 � Centennp 131/4' Notch `\aren / (337 mm) Ihese"O' notches to top 75/8' (11 mm) edge of I previous course. I NorthGate Accessory Note: For ASTM D3161 - Class F of Shadow Ridge'", use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest", Cedar Crest" IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. Exterior Research and Design, I.I.C. Certificate of Authorization 09S03 Evaluation Report 3532.09.05-1110 FL5444-R9 Revision 10: 02/16/2016 Page 8 of 12 QOTRINITYiERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. lq' 4• tomo,► �— ItOtmm 84 Itimm)— r _RSmm Das ofetptna amaa between 1• wnDtiVn-S (25 mm) 6.3.4 Presidential ShakeTM. Presidential ShakeTM IR. Presidential Shake TL'". Presidential Solarism: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use Owe nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I • diallnew spots of asphah rooting cement under each shingle tab. After applying 5 nails in between the nailing guide Wes, apply 4 nails 1. Naitinp ;. 40' above ab cutouts malting certain its of ovetl)1ng shingle coyer nails. Garde floes (1016 MM) 5114' �— (tilmn) • • • • • 141/4• 1 12' 1Il mm) (362—) NOTE: Apply nails on painted guideline. Figaro 166 FaMming he ishnnalrmd frtsukinnaf n sdo& sbfngkt on lore and slm Avill shpu 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY —--�----•----• 1. _ T 1' diameter asphalt ioolinq cement t Figure 167.• Fasknbtg Praha tial and Pmklenllal T/1 SGabe s6rn�s on sled slope. Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge !expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4• Into the deck or completely through the deck. Presidential accessory comes In two different sizes. Accessory produced In Birmingham, AL is 12• x 12•; Portland, OR produces 97/s' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certificate of Aathorkation M9S03 FL5444-R9 Revision 10: 02/16/2016 Page 9 of 12 6.3.5 HatterasTM: IOW, STANDARD AND STOP SLOPL: Agare 13.3: RamaingllatevolM1uglry mI Ivor mrd Uatalmd Vopm For Ime and stand od slopes, use fur mils for rwh full Ilaaeru shingle a Mxwn above. 6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras \I TRINITY I ERD ftaw13•r rasnv/*'kan—WW- -.Vnp.Vopet For weep dopes, ow the nails and rigfn spas of asphalt roormg ceum for escb full Thirsts shingle as shorn abme. Apply I' (lSmm) dbm(ar ,pas of rooting reewa (ASTM 1) 45M 1Tpe II sulpard) under rwh orb roses. Pros shingle into plare; do nos opote reawm. CAIRIOh: 7bo much roofing renwm ran rause shingles to Mum Flgum 15-14. 18!brae place units separate to mage 54 Hatteras Acte wry sbin#n Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles meg,• (230 mm) I I I I I I I -- ------�-- 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-10. cul Hatteras sbhWks to make cmw cop. Ease` g" 18^ (460 mm? ed� (203 mm)I� _ _ �� S�d� vv�� k'Tb' Figure 15-21: Installation of caps along btps and rfdim Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Certificate o1 Authorization #9503 Evaluation Report 3532.09.05-R10 FL5444-R9 Revision 10: 02/16/2016 Page 10 of 12 7 6.3.6 Hiahland slate`", Hiahland SlateTM IR: LOW AND STANDARD SLOPE: 6.3.6.1 6.3.7 Men•1190e main stx nob (barn *"M~w Flgure 11.3: Uso FILE nits Jbr etoy 16gb/and State tbinSk ��TRINITYJERD STEEP SLOPE: Use FIVE nails and EIGIrr spots of asphalt roofing cement, for each full Highland Slate shingle. For Miatnl•Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comes Asphalt roofing cement meeting AS1A1 D4586 type II is suggested. mwomrWJrr sax nW teo nub WW amom Figure 1/ .34, Use I21E nails and ergbl spots ojaspball ung cerrxnl under eacb lab wmer *CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge" hip and ridge shingles. Patriot"': LOW AND STANDARD SLOPE Use FOUR nails- for tvcn full shingle krGtkd a• shwvn below. S jgDM 5.118,F 25mn) �� j I -as ol+ (TSB—) I i I~ Mer.) (M VW —+—(mil) � STEEP SLOPE I :K• FUR 11.301 and four sprx.% tr( asphalt rr■rfing gement for Lvery full shingle as shown helow:,lsph:dl raofmg ctanem mcciingA.Crm 1)4586 Type II i. suV,NW. Apply 1'(25 min) >pols of asph:dl nwrfing tt Intill :I.i Shown. CAILMN: uK: of roofing anent can cause ahingk-; it) blister. —mi ------i-- (1t$:t�r - , -IT C O C Mellq Cesar �03�1" w=tMMi 0r Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10 Certificate ofAuthorization #9503 FL5444-R9 Revision 10: 02/16/2016 Page 11 of 12 ��TRINITYJERD S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1110 Cerdpcate of Authorlrotlon #9503 FL5404-R9 Revision 10: 02/16/2016 Page 12 of 22