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1505 Douglas St 13-1710; NEW SFH
w CITY OF SANFORD JUL 16 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION 00 Application No: _ 1 4 T I D Documented Construction Value: $ A (a 7:J Job Address: ±- Historic District: Yes No Parcel ID: 3' 1--31- S41- Ao' Ud30 Zoning: Description of Work: hN.Qt A ) L C71 tLu G klyf -) Plan Review Contact Person: CR t--II no, t A k a i r' n TitleA c ,DP Phone• - ot` I — Fax:`l 4CR '—g%%E- mailOLkC O-+f 1Q,l1.t,, (ArM1("Fj . Cc m Property Owner Information rr Name Phone: yo7 7 9(05 Street: \ M: 2r Ccx reek (?I JcA Resident of property? City, State Zip: C_IaNy_ y_[k b- 31al-)9-1 Contractor Information Name l '' 1 i l.. Phone?—bg I— gL Street: 14 all Fax: Q9 - 79Q r City, State Zip: (()MT c3o' State License No.: CFC057578 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: bUjuj No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing V New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: iL 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented c truction value whe the executed contract is submitted, credit will be applied to your permit fees when the err it is released. . I . Name I Date Date GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2615 Commission # EE 118217 Owner/Age Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 LJ Si re of Contractor/Agent Date Ap Print/Agent's Name UTILITIES: FIRE: i-l/3 o, T% CHARLOTTE HOLLOWAY 4 DD 915440 25, 2013 Epp„Fyn' f3.,n:co'iiiriii 6'u0cUnderwriters Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: PCWgj'-R OF A =-IMNSY do herby for ci Tyr-- Of P-19 PerscnzUy mom to m-- or dnvm hconse 4 S=e of Fonda, Comfy of jO(Za w, -e on 1 LP day. off xulu 120 Ilk CHARLOTTE. GA 5-I,(kyz uavr 2) i COUNTY OF SEMINOLE IMPACT FEE STATEMENT 0 ;j, op () tq tn STATEMENT NUMBER: 13100003 BUILDING APPLICATION #: 13-10000378 BUILDING PERMIT NUMBER: 13-10000378 UNIT ADDRESS: DOUGLAS ST. 1505 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: June 27, 2013 31-19-31-501-OF00-0030 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: HABITAT FOR HUMANITY ADDRESS: 1100 AMERICANA BLVD SANFORD FL 32771 LAND USE: DEMO/REBUILD SFR TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1505 DOUGLAS ST. DEMO/REBUILD HABITAT SFR / NO IMPACT FEES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A 00 ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 STATEMENT RECEIVED BY: p,.a}_ SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NO IFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Page 1 of 2 Deen, Joy From: Deen, Joy Sent: Thursday, August 08, 2013 1:23 PM To: 'Habitat Construction' Subject: RE: comment letter.doc Energy Forms appear to have not been submitted with permit application. Submit two sets of energy forms. Submit manufactures specifications and installation instructions for applying spray foam and how thick to achieve required R-value for roof system Joy Deen Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 From: wallacecompanyllc@gmail.com [mailto:wallacecompanyllc@gmail.com] On Behalf Of Habitat Construction Sent: Tuesday, August 06, 2013 1:27 PM To: Deen, Joy Subject: Re: comment letter.doc Joy, We have decided to go with spray foam for this home. I have two sets of revised elevations and roof plans showing the revision along with product data for the spray foam. How do I go about submitting this and getting the revised stamped pages out to the jobsite? Reggie On Jun 27, 2013 7:39 AM, "Deen, Joy" <Joy. Deen(ZDsanfordfl. gov> wrote: City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: June 27, 2013 8/8/2013 Page 2 of 2 Contact Person: Reginald Wallace Contact Phone Number: Contact Fax Number: Contact E-mail Address: construction(d,habitat-sa.org Building Permit Application Number: 13-1710 Project: Single Family Residence Job Address: 1505 douglas Street ARCHITECTURAL 1. No comment. STRUCTURAL 1. Submit two sets of Truss Engineering. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy. deengsanfordfl. gov. Respectfully, Joy Deen, Plans Examiner PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. 8/8/2013 ROU,, ,F CEILING CONSTRUCTION 0mCE or equal to 1.00 mph in accordance with Figure R803.2.3.1. 4. Where roof diaphragm requirements necessi- tate a closer fastener spacing. SECTION R804 STEEL ROOF FRAMING RESERVED SECTION R805 CEILING FINISHES R805.1 Ceiling installation. Ceilings shall be installed in accordance with the requirements for interior wall finishes as provided in Section R702. SECTION R806 ROOF VENTILATION R806.1 Ventilation required. Enclosed attics and enclosed raf- ter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain. Ventilation openings shall have a least dimen- sion of/16 inch (1.6 mm) minimum and inch (6.4 mm) maxi- mum. Ventilation openings having a least dimension larger than inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with open- ings having a least dimension of '/16 inch (1.6 mm) minimum and '/, inch (6.4 mm) maximum. Openings in roof framing members shall conform to the requirements of Section R802.7. 5' PERMIT # L 3 -aL0==— Exception: Attic spaces-, designed by a professional engi- neer or architect licensed to practice in the state, designed to eliminate the attic venting. R806.2 Minimum area. The total net free ventilating area shall not be less than '/L5, of the area of the space ventilated except that reduction of the total area to 1/,0, is permitted pro- vided that. at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet 914 mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross -ventilation area may be reduced to'/... when a Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1-inch (25 mm) space shall be provided between the insulation and the roof sheathing and at the loca- tion of the vent. R806.4 Unvented attic assemblies. Unvented attic assemblies spaces between the ceiling joists of the top story and the roof rafters) shall be permitted if all the following conditions are met: 1. The unvented attic space is completely contained within the building thermal envelope. 2. No interior vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly. 3. Where wood shingles or shakes are used, a minimum'/, inch (6 mm) vented air space separates the shingles or shakes and the roofing underlayment above the struc- tural sheathing. M ROOF EDGE r r----------------------- I - RIDGE O ROOFEDGE o moo _ _ _ ' U) ® _®- J FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES 8. 6 2010 FLORIDA BUILDING CODE — RESIDENTIAL ROOF -CEILING CONSTRUCTION 4. Either Items 4.1., 4.2 or 4.3 shall be met, depending on the air permeability of the insulation directly under the struc- tural roof sheathing. 4.1 Air -impermeable insulation only. Insulation shall be applied in direct contact with the under- side of the structural roof sheathing. 4.2 Air -permeable insulation only. In addition to the air -permeable installed directly below the struc- tural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing as specified in Table R806.4 for condensation control. 4.3 Air -impermeable and air -permeable insulation. The air -impermeable insulation shall be applied in direct contact with the underside of the struc- tural roof sheathing as specified in Table R806.4 for condensation control. The air -permeable insulation shall be installed directly under the air -impermeable insulation. SECTION R807 ATTIC ACCESS R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m'-) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 turn) and shall be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches 762 mrn) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M 1305.1.3 for access requirements where mechanical equip- ment is located in attics. TABLE R806.4 INSULATION FOR CONDENSATION CONTROL MINIMUM RIGID BOARD ON AIR -IMPERMEABLE CLIMATE ZONE INSULATION R-VALW 1, 2 (Ali Florida) R-5 a. Contributes to but does not supersede requirements of the Florida Building Code, Energy Conservation. 2010 FLORIDA BUILDING CODE — RESIDENTIAL 8.7 Application No: 3_ 1, -11 U EC f r JUL 3 0 2013 f CITY OF SANFORD BUILDING & FIRE PREVENTION Y —-__ PERMIT APPLICATION Documented Construction Value: S Job Address: tS©rj Parcel ID: Description of `York: 1Jec > 6-( ec> ,- c - (U S F*? , `- _ P6 Historic District: Yes 0 NOY Zoning: 7) PlanRe-0ew Contact Person: _ J.n,-/, r" J,— Title: T-Aeh Phone: c 0 ) 33 Z(tr t iog'), Fax:I , - (U() 2_ E-mai1: C hP_-CCtz '3 Property Owner Information Name 6' b'4_ Phone: 4,31. Street: 2,, v Resident of property?: City, State Zip:_n"i c Contractor Information Name t. l & r Phone: {t-C `1i 43 - 2 o Street: `'_ 1 (' { t , Fax: L-i O" 'S 6!- (002 City, State Zip: v f iy , 17_7 i State License No.: (" ( t 3-715 Name: Street: City, St, Zip: Bonding Company: _ Address: Building Permit Square. Footage: No. of Dwelling Units: Architect/Engineer Information Phone. - Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No, of Stories: Flood Zone: Electrical New Service - No. of AMPS: jC) Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: 25 Fire Sprinkler/Alarm 11 No. of heads: a 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. 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. WARNING TO ONN'- ER: YOUR FAILURE TO RECORD A NOTICE OF CONENIENCENIENT NIAY RESLZT IN YOUR PAYING TWICE FOR I`'TPROVEi\IENTS TO YOUR PROPERTY. A NOTICE OF CO-LN 'IENCEIVLENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FI.RST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIr IENCETNTENT. NOTICE: In addition to the requirements of this pemut, 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. A copy of the executed contract is required in order to calculate a plan review charge: If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted; credit will be applied to your permit fees when the permit is released. Signature ofOwnedP.gent Date Si mr fCoam or/,Arent Dare Print Owner/.Agent's flame Signature of Notary -State of Florida Date ONvnerlARent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZON NI G: ENGINEERING: COMMENTS: UTILITIES: FIRE: Print Con ctor,i Gents Name c' ,' n r3 Siva rie"tiob-T-State ofFlcrit Dare err y TERKCAFFSMYGOMMIION # 029301 a.=" t?`' EXPIRES: June 19, 2017 Bonded Thru Notary Public Underwtters Contractor/Agent is Personally known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 DEL -AIR AGREES TO FURNISH ALL MATERIAL FOR ELECTRICAL WIRING IN ACCORDANCE TO PLANS FOR THE ABOVE LISTED MODEL HOMES DATED 3-20-2013 FIXTURES EXCLUDED FLUORESCENTS EXCLUDED IRRIGATION RECEPTACLE EXCLUDED ALARM OUTLET EXCLUDED TVS AND PHONES AS PER PLAN EXHAUST FANS EXCLUDED SECURITY PRE -WIRE EXCLUDED STRUCTURED PANEL EXCLUDED LOW VOLTAGE PANEL OUTLET iEXCLUDED 771&2013 Joe Lapello GEAR TYPE SO-D SECONDARY'S EXCLUOED RECEPTACLE'S STANDARD SWITCHES STANDARD POOL PRE -WIRE EXCLUDED FAN PRE -WIRES AS PER PLAN FANINSTALLS EXCLUDED GOURMET KITCHEN OPTION EXCLUDED COACH LIGHT PRE -WIRES 1EXCLUDED REGINAL 1WALLACE DEIIAWS A ,. REP ATIVE AUl1>. p,`. - SIGN . SIC,' r iRE SIGNAT(UR,", J 76/2013 U.\ TL•' DATF. THIS PRICE IS VALID FOR 3.NIONTHS FROM THE Bli) DATE BARRING ANY CODE CFIANGE. AND INCREASE IN T11E COPPER AND STEEL MARKET. I: NCLUDE:S INSTALLATION OF OWNER PROVIDE FIXTURES BY DEL. -AIR; ALL OWNER SUPPLIED FIXTURES 3 APPLIANCES :MUST BE FURNISHED COMPLI- TE WITH LAMPS AT T1101 OUT. PRICE INCLUDES "TUC SERVICE" OR TEMPORARY POWER POLES. UNDERGROUND TRENCH WORK IS NO'L INCLUI) ED IN THEi ABOVE PRICE. RE URN' TRIPS NIAY BISSIJBJI:CI' TO ADDITIONAL, CHARGES. PAYMENT SCHEDULE:70% ROUGH -IN. BALANCE ON TRIM OUT. NET 7 DAYS. WARRANTY : WE CUARANTEE FOR (1) YEAR AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP. FAILURE DUE TO MISUSE, VANDALISM, FIRE, DAN-IAGI, AND/OR NATL'kA . CAUSES ARE ;NOT COVE RED BY THIS WARRANTY. DUE TO THE UiNSTAIII:.L COPPER AND STEEL NIARKET, THE QUOTED RASE BID YIAY YEF..D TO BE ADJUSTED BEFORE WE. ACCEPT A COvrfZACT. ST.CF.RT.LIC EC13003715 Date: 7/30/2013 Time: 9:17 AM To: 14076885152 Cation-Hosey 7601770 Page: 1 Caton -Mosey Insurance 3731 Nova Road, Port Orange, FL 32129 Phone; 386-767-3161 Fax: 386-760-1770 wwww.catonhosey.com To: 14076885152 Fax Number.' 14076885152 Date: July 30, 2013 Note: Let me know if you have any questions. Thank you, From: Angie Shook Subject: Renewal Certificate Pages: 4 Angie Shook Description: Caton-Logo-Only]<http://www.catonhosey.com/> 3731 Nova Road, Port Orange, FL 32129 386-767-3161(p) 386-760-1770(f) Office Hours: Mondy-Thursday 8am - 5pm Friday 8am-4pm P please consider the environment before printing this email. Note: This electronic message contains information from Caton-Hosey Insurance or subsidiary companies, which may be confidential, privileged or otherwise protected from disclosure. This information is intended for use solely by the recipient(s) named. If you are not an intended recipient, be aware that any review, disclosure, copying, distribution or use of this transmission or its contents is prohibited. If you have received this transmission in error, please notify Caton-Hosey Insurance immediately at barbara@catonhosey.com<maiIto:barbara@catonhosey.com> or call 386-767-3161. F .W 1UN 2 1320 D CITY OF SANFORD BUILDING & FIRE PREVENTION PER IT APPLICATION 44"Ca Application No: J 3— `7fy Documented Construction Value: $ Job Address: 15 05 D nu 1 as S Historic District: Yes No Parcel ID: 31-1 q- 31- 501- e-FOO - 0030 Zoning: Oo - VACANT RESID£IVII L Description of Work: New gaoxo , Plan Review Contact Person: Pw,Ao,1 Wr,\N .ce Title: Co„,;„ r1a,,,g r, Phone: Fax: 0/4,, E-mail: c- Property Owner Information CdN;rt 4-K 6) .444 i<T= x4. Name \, n S n„,elr Go.a Phone: 07- 6 1.-5 55 O71 Street: 11. D o Aw,eA,, c.a.nc, VA,, Resident of property? : N City, State Zip: . N Li 3Z7 I Contractor Information Name Phone: 14 O-? - 0 6 S8 55 Street: I1 bo A ,"V.4' ; Fax: ti/A City, State Zip: Ea, l,_, 32-771 State License No.: Nf A Architect/ Engineer Information Name: seR- c,"X Asp-c Z:, •es- Phone: 447 - z 333 Street: q l}S Fax: 4o-? - 88o- z 104 r• k'solrse.e City, St, Zip:A o l_. aZZ-20 E-mail: oivz 5e . «,r Bonding Company: NbA Mortgage Lender: N/A Address: / 020 % a) /Or/, 02 /02 9 -2LJ"r ddress: Si 01VdA:,_' 02/ PERMIT INFORMATION Building Permit Cr Square Footage: I bqq Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Igo Electrical " Plumbing r New Service - No. of AMPS: zoo Mechanical ( Duct layout required for new systems) New Construction -No. of Fixtures: 00 Fire Sprinkler/Alarm No. of heads: I9 OF Ao5 c 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the pe i is released. r Sienaft re Owner/Ae Date S gdure of Contractor/Agent I Date J s Name MY COMMISSON 0 EEIMM EXPIRES March 30.2010 Owner/Agent is " Personall Known to Me orY Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Print Contractof/49ent's Name comm." *N #E175339 EXPIRE8 30. 2016 Contractor/Agent is " Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 0 ? 7 Rev 11.08 THIS INSTRUMENT PREPARED BY: Name: ht. : .ril('CJ .. L•lP(L Address: State of Florida County of Seminole Permit Number: Parcel ID Number: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 08079 Pg 0451; (1pg) CLERK'S # 2013091045 RECORDED 07/11/2013 01152:29 PM RECORDING FEES 10.00 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 - DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lv L. L--1 + N 1-7 11'1 -V4- —X k-" L-i Rift -Vf3,oe-,, t??, 3 Z GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: b h;A114, • "Q AIk 07 Sc _ L sz Address: lV'00 Fee Simple Title Holder (if other than owner) Name: Address: 1t0o .c r s CONTRACTOR: Name: 1 -n Address: 1 Oil 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: " Z,`1c„:akr. C c yc k Address: OQ 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 I, 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,` COMMENCEMENT. U r penalties of perjury; i c ecl re that I have read the f6re pipgand tha the c; eta ed i it are true t l IbestofFmfr ovdfe n elief. t % ,. i;. i fda Sta 7te ?O They vner must sign the notice of commencement nd o e else a5,L P Pt sig i is or her stead." State of 1 County of &WYtAt The foregoing instrument was acknowledged be+ore me this 5 day of 4. by Who is personally "knovaf Name of person making statement OR who has produced identification type of identification produced: A grryr tiprr ^ e;., GAYLE L. FLEMING A •, a Notary Public • Slate of Florida My Comm. Expires Nov 26, 2015 1''; FOFr.;P' Commission # EE 118217 rrrrr„ otary Signature L, 1 b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Q Application No:! _ t 7/ 0 Documented Construction Value: $ Job Address: 15 05 D oual a3 S+ Historic District: Yes No Parcel ID: 3 1 - I G - 31- 5 01 - `3`F00 - 00Zoning: 00 - V,ALANT R S1DENTA Description of Work: Ne,,a 4noa Plan Review Contact Person: Title: Phone: you t - 63- Z 305 Fax: 04, E-mail: Property Owner Information Name H-,V k-,-k o ; \,n SeM,,,ol CAS_ Phone: H67- `11-5855 Street: 11.a o Resident of property? : N City, State Zip: . L f 3Z7 i I Contractor Information Name Phone: 1407 - 696- S85S Street: Fax: Nffl City, State Zip: IS , 32-771 State License No.: N_jA Arch itect/Eng1neer Information Name: sew i r.. r s; Phone: 4c5-7 -- 8g,o- z 333 Street: Tis- So,1'n oc,,,g. d\cs a" -T ,. \ Fax: 407- 880- Z104 r•;' f.ue.s e City, St, Zip: A ooqt_ . 3 70 E-mail: Bonding Company: N.1A Mortgage Lender: N A Address: Building Permit Gr Address: PERMIT INFORMATION Square Footage: 15`i` Construction Type: No. of Stories; No. of Dwelling Units:_ Flood Zone:_ 110 Electrical ®" Plumbing ' New Service - No. of AMPS: zoo Mechanical ff( Duct layout required for new systems) New Construction - No. of Fixtures: 00 Fire Sprinkler/ Alarm 0 No. of heads: 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. 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. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in they 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 verificatioln 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the Derifii'k is released. r Date f kv Print Owner/A ent's Name 7 W COMMIS8O # EE17M i EXPIRES Wch A 209Q1 Owner/Agent is Personally Known to Me of Produced ID -----Type-of-ID--r- — --- APPROVALS: ZONING: ENGINEERING: COMMENTS: 3 Contractor/Agent is Personally Known to Me or Produced-ID ----Type-of-IIID-- ----- ---- UTILITIES: A$ G - 26 -63 WASTE WATER: _ FIRE: BUILDING: Rev 11.08 Application No: Z ui 44 ?13 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 7/ O Documented Construction Value: $ 80tC7O0 Job Address: b 05 ) ovo l s S+ Historic District: Yes No Parcel ID: 31- I9- 3l- 501- (-3f00 - 0033 Zoning: 00 - VAC ANT I ESIUATA Description of Work: Nco 4nJSe Plan Review Contact Person: R a,Ao.\a Wc,.\N,c-e Title: ;., y-. Phone: Fax: 01-A E-mail: Property Owner Information Name k Se.M;:„olt Phone: JcR- Street: Il a o Resident of property?: ( City, State Zip: Contractor Information Name C.oj Phone: L4 0-7 - 696- S8 5,E) Street: llbo A.,e,;a,,blu Fax: NA1\ City, State Zip: , Q, 1-3 32-771 State License No.: Nf A Architect/Engineer Information Name: s ..1 's e Phone: 40-7 - '6 z 333 Street: 9 ` S- soA Q ,.moo . d\ esso., „ \ Fax: 407 - 88o - z -304 r ke.'FeR.s e City, St, Zip: ;8 oE-mail: a Bonding Company: N p, Mortgage Lender: N Address: Address: PERMIT INFORMATION Building Permit El' Square Footage: 15`iq Construction Type: No. of Stories: No. of Dwelling_ Units: Flood Zone;- /10 Electrical ®' Plumbing Ij New Service - No. of AMPS: Zc7 Mechanical ( Duct layout required for new systems) New Construction -No. of Fixtures: Fire Sprinkler/Alarm No. of heads: r- - -- r — 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate andithat all work will be done in compliance with all applicable laws regulating construction and zoning. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit ill be applied to your permit fees when the pe i is released. h(l/ f .1 Signah e- Owner/Agfn Date S - e of Contr71611 or/Agent Date .J kr Print Owner/A ent's Name Print Contractor/ gent's Name ILL 3t-- Signa` e o o to a } Signa of ota MY COMM18Z3 0 EE176339 ( ,"_ MY COMMI I # E175339 i EXPIRES Mare 30,206 •. EXPIRE$ -- "30, 2016 1 .1% 49i, ' P39"l53 4r1d$ can Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced-ID------T-ype-of-ID- --— - ---- Produced ID ------- Type- of -ID APPROVALS: COMMENTS: ZONING: A b'K'13 UTILITIES: ENGINEERING: C 2.rc FIRE: WASTE WATER: BUILDING: Rev 11.08 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Firm: Address: City: , State: Zip Code: 2771 Phone: 6 R('S95.5. Fax: Email - Property Address: XP5 Qo Nlela . Property Owner: ao, 5;To Parcel identification Number: 31- !9 -_3/- 50 /- d ro o - Oy 3 a Phone Number: LU 7- 0 6 -S8S.5 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) POFFICIAL U. SE ONLY L _.l __ - ... Flood Zone: Base Flood Elevation: Datum: r-- FIRM Panel Number: /2 [ /7 G U U 70 Map Date: ZFj The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 9-floodplain floodway The structure is in the: floodplain floodway ZThe structure is not in the: A odplain floodway If the subject property is determined to be flood zone [A', the best available information used to determine the base flood elevation is: Reviewed by: Date: (15 Z.3. T:\Engr- Files\Elevation Certificate\Flood Zone Determination Request Form.doc 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION f Application No: f3 - 1-7` 0 Documented Construction Value: $ y r /P Job Address: 16 oE) a>okl as 51 1-., Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Name Street: Zoning: _ Title: Fax: E-mail: Property Owner Information Phone: Resident of property? City, State Zip: Contractor Information Name DEL -AIR HEATING & AIR CO:NB. Phone: _ LCi- ci, , so 4 Street: 531 CODISCO WAY Fax: qO-7 - 33 - 'g 5 S cO 3T City, State Zip: State License No.: yCaCO244$ Name: Street: City, St, Zip: r Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and instal tions 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculate cha s exceed the documented construction value when the executed contract is submitted, credit will e ap ' ed O y0 'r permfit fees when the permitis -released -- ---. ----- _ -__ —. -- --- - -A -- --- -- Z—Z Signature ofOwner/Agent Date Si e o on for/A t Date WBMT G. DELLO 'RUSSO Print Owner/Agent's Name Print Contractor/A ent's Name IL I Signature of Notary -State of Florida Date Signature of Notary -State of Florida..__. Date PY P MIRINDA ,,. TURNER 7 DAY COMMISSION # EE 080798 EXPIRES: June 14, 2015 Fof •° 5onded Thru Notary Public UnEiorwritar Owner/Agent is Personally Known to Me or Contractor/Agent is K Personally Known to Me or Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 101 WASTE WATER: Rev 11.08 HABITAT FOR HUMANITY Semin Apopka 407-493-3641 1100 AMERICANA BLVD 407-394-4499 08/01 / 13 SANFORD, FL 32773 1505 DOUGLAS 1505 DOUGLAS FOR COMPLETE CENTRAL HEATING AND AIR CONDITIONING, ACCORDING TO DEL -AIR DUCT DESIGN AND EQUIPMENT DRAWINGS. EQUIPMENT: WATTS AUX WATTS ZONE # BRAND NAME TONS SEER HSPF AFUE HEATING HEATING 1 HEATPUMP AirHandler Carrier 2.0 5 Condenser Carrier 2.0 14.00 8.00 CONTROLS: 1 PROGRAMMABLE THERMOSTATS WILL BE PROVIDED. DUCTING & SUPPLIES: DUCTING TO BE FIBERGLASS FLEX SYSTEM. SUPPLY AIR OUTLETS TO BE STAMPED METAL. DEL AIR TO PROVIDE 9 SUPPLIES AND 4 RETURN(S). TOTAL CONTRACT INCLUDING TAX: $4,772.00 SPECIAL NOTES: ***PRICING INCLUDES (1) DRYER WALL CAP ONLY, (2) QTREN080 BATH FANS, (1) 7" RANGE DUCT, (1) HONEYWELL Y8150 FRESH AIR, (1) MERV 8 FILTER, A TEST AND BALANCE, AND (1) PROGRAMMABLE THERMOSTAT. For any interior kitchen hood that has a fan greater than 400cfm, Please add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than I000cfin , Please add $875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan greater than 1500cfm, Special provisions must be made. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. LOW VOLTAGE WIRE TO EQUIPMENT AND THERMOSTAT BY DELAIR. ELECTRICAL LINE VOLTAGE TO EQUIPMENT BY BUILDER. PLATFORM TO SUPPORT FURNACE (OR AIR HANDLER) WITH MINIMUM 3/4INCH PLYWOOD TOP, BY OTHERS. CONCRETE PAD TO SUPPORT OUTSIDE UNIT, BY OTHERS. UNDERGROUND 4" CHASE FOR AIR CONDITIONING LINES, BY PLUMBER. DEL -AIR TO PROVIDE LIQUID LINE SUCTION LINE CONDENSATE DRAIN LINE BATH FANS AND DUCTING BY DEL -AIR. 2 FANS WILL BE PROVIDED. DRYER DUCTING THROUGH WALL BY DEL -AIR. RANGE HOOD DUCTING BY DEL -AIR. JENNAIRE DUCTING ABOVE GROUND NOT INCLUDED. PAYMENT SCHEDULE: 50%DUE ON ROUGH -IN, BALANCE ON EQUIPMENT SET & TRIM OUT. NET 7 DAYS.ALL INVOICES BEYOND 7 DAYS WILL BE CHARGED 2%INTEREST PER MONTH. WARRANTY: INCLUDES ONE YEAR LABOR SERVICE BY DEL -AIR. PARTS & COMPONENTS PER MANUFACTURER'S LIMITED WARRANTY. OPTIONS: HABITAT FOR HUMANITY Semin Apopka Joe LaPollo BTU'S a HABITAT FOR HUMANITY Semin Apopka 407-493-3641 1100 AMERICANA BLVD 407-394-4499 08/01 / 13 SANFORD, FL 32773 1505 DOUGLAS 1505 DOUGLAS FOR COMPLETE CENTRAL HEATING AND AIR CONDITIONING, ACCORDING TO DEL -AIR DUCT DESIGN AND EQUIPMENT DRAWINGS. EQUIPMENT: WATTS AUX WATTS ZONE # BRAND NAME TONS SEER HSPF AFUE HEATING HEATING BTU'S HABITAT FOR HUMANITY Semin Apopka Toe LaPollo Revision 4Uci 07 2013 City of Sanford Response to Comments ElBuilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Permit # r 'J - I -7I C Submittal Date 13 Project Address: Contact: C Ph: 0- tO P j`23 5 Fax: Email: COos7p- 614 I-Pil$(f1 -Sfi e I`Z6 " Trades encompassed in revision: 9 Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water El Planning Engineering Fire Pr ntion Building 6/ General description of rvision,- Yt- T't AinC VaA't- S t aP-'l ROUTING INFORMATION Approvals z t ICYNENE Cle8§C MaokTr' - U flexiblefoani blanket of miltionsof tiny err cells, filling building cavities, cracks and crevices i n the process. I t adheres to moll construction materials, sealing out air PRODUCT SPECIFICATION infiltration. Excess matdi al isuaaly trinnnned V off, leavi ng a surface ready for drywal l or 1. PRODUCT NAME (1ther code -compliant finish. 6G, lf" 4. TECHNICAL DATA Based on Core Sami'd LD- C-50-v2 ICYNENE ClassicMacT"•' is a trademark for light density, open celled, flexible, 100% water - blown polyurelhanefoan insulation manufactured by I cynene I ne. I CY N EN E Cl assi c M ax T'•' spray formul a i s a rionu net 0.5 1bs( ft3 density, free dse mated al. 2. MANUFACTURER ICYNENE CiassicMaxT"' (LD-C-50-v2) is made on -site from liquid components manufactured by i cynene I nc. I nstal lation ail on• si to manuf acturri ng i s suppl i ed by independent Icynenel-icensed Demers 3. PRODUCT DESCRIPTION ICYNENEClassicMaxT" i s a I i ght densi ty formulation of spray foam insulation. Icynene is the pioneer of high yield, 100"/6 water - blown fkl yurethane f oar technology for ai r sealing and insulating buildings. ICYNENE Classic MaxT'•' insulatesand air - seal s i n one step for maxi mum energy conservation while minimising the environmental impact during manufacturing and construction. lignificantly redud ng Jr leakage means ICYNENE Classic MaxT'" contriburtesto a healthier, quieter axf more comfortable indoor environment, while reducing energy consurnnption and related greenhouse gas emissions by as much as 50%. ICYNENE ClassicMacM is aneffWive vapor permeable air barrier material that can move wi th the building to n ai ntai n the ai r barrier characteristic against energy -robbing air leakage for thelifeof the building. Convective air movement inside wall cavities is virtually diminated, providing more uniform temperatures throughout -the bui I di ng. The result is superior quality Construction, with higher comfort levelsand lower homing and/ or cool i ng costs Energy savi ngs wi I I vary depends ng on bui I d ng desi gn, I ocati on, etc. ICYNENE Classic Maxn'isappliedby spraying liquid components onto an open wall, crawl space, selling surfaceor cathedral ceiling. There it ecparxis approximately 100:1 in seconds to provide 1Thermal PerPormanccVISThermal resstance(ASTM C518) Rfin = R3.7 hr. ft2 IF/BTU Average insulation contribution in a full fill stud wal l: 2" x 4" = R13 2" x tT = R20 ICYNENECIassicMaxT"' providesmore effective perforrnanoethantheequivaient R- val ue of ai r permeabl e i nsul ali on nnateri al s ICYNENE Classic MaxT'•' isnot subject to I oss of R-value due to aging, windy conditions, settling, convection or air infiltration; nor will it be prone to traditional moisture intrusion via air leakage. Air Permeance/Air Barrier/Air-Seat ICYNENE Classic MaxT"' fills any shaped cavity, and adheres to most construction materials, creating assennblies with very low err permeence. Additional interior or exterior air infiltration protection is subject to appl i natal e codes Air pernleability of oorefoam: ASTM E283 0. 009 L/sm2 @ 75 Pa for 3.5" Air per meabiIity of a2" x 6" wood framed wall assembly: ASTM E2178 0. 01L/sm2@75Pafor5.5" All buildings insulated and air-seeledwith iCYNENEClassicMaxT` must be designed - to i nd axle adequate mecha ni cal ventilation/ outdoor air supply. SeeASHRAE Standard 62 Ventilation for Acceptable Indoor A i r Qual ity. Water Vapor Pernneance ICYNENECiassicMaxT"' iswater vapor permeable and allows moisture to diffuse through the insulation and dissipate from the building envelope. Water vapor transnnisson Ixopertres ASTM E96 Desiccant Method) 11 perms @ 5.5" in those Situations that warrant avapor retarder, a supple ie ntai layer of polyethylene may be used. Alternately, Iow vapor permeanoe paint either di redly on thefoan or as a pri nrer f or the i uteri or drywal I may be used. Water Absorption Properties Water can be forced into the foam under pressure because it is open celled. Water will drai n by gravity, gi ven fauorabl e dryi ng potential, and upon drying all chemical and physical properties are fully restored. Acoustical Properties Performance i n a 2" x 4" wood stud wal I STC Sound Transrlli sa on CI ass — 37 Hz. Freq. 125 250 5001000 2000 4000 ASTM E90 19 30 31 42 38 46 NRCNdseRx diaiCaffide1-70 Hz R-Eq 125 250 50D 1000 2000 X 0 ASTM C423 .11 . 43 B9 .72 .71 .67 Burn Characteristics ICYNENE Classic Max"" isaeorrixrstible product aid is therefore, consumed by flare, but will not sustain flame upon removal of the flanesource. It leavesa charred foam residue. It will not melt or drip. ICYNENE Classic M axT"' is subject to all applicable National/Stateand County building codes regardi ng f i re prevention. Requi rements for Thermal Barrier and Ignition Barrier coverings must be met as per theapplicable building code havi ng j uri sdicti on. U.S. FireTesting Surface Burning Characteristics ASTM E84) @ 5" thickness Fla lie Spread < 25 Smoke Development <450 flame spread rating not intended to reflect hazardsunnder actual fireconditions Unvented Attic ICYNENE CIasgcMaxT"' can beappliedtothe underside of the roof deck and be left brae if its Ihi ckness 1 s a mi ni mum of 5V2 i riches at roof ZIOZ lagwanoN - LO-ELZ•1S uollewJolul papuedxa Jol pnjaWsdallelsulatt PbjNIofx)pij smleaa Pasueo!laLeukl Aq polplsu!acl pnW SNOUVOIJ133dS N011` 711t/1SN1 'Z6 asn of Jo!xJ AlLftoJotll pax!w a(l pploLis pLp 96eJols 6u1J11P aleJedas h3ui UE;)d 3N3NAOI '13 IuauodLttOO do001 ahOge a6eJols poWopJd pup doOZl bu!pagmo LUOJJ pepaloJd aq lsnw M uazoJJ aq LAn u!3921 ,•uZA09 al 3N3N.101 '8 1LGuOdwO0 6UI7;:49JJ u,OJJ papaloJd aq pInoLp ',p@S owq ' V )uaL,odLuoO 3oO6 pLe 3,09 tJaeMpq paJols aq pliw Alwp! upad ZA-05-0-a 13N3NAOI 'S luauoduro0 p1e IQ W I S -Ee8 ' V 1U3uOdUKY) a e.to1S usaa ws_o ZA 09'al 3N3N.101 wnJp Jad -q 1009 8 • JUE)Uodwo0 IOW ef39S@w9 wnip Jad -gIOgg V. )tJauadwo0 swnJp pap tJo10 'S'n 99 6u!6e*)ed 9!DV801S GNV JN10VM0Vd 16 luanno s 1 oinleJal! 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Magnl PLe gouty PPP Jo 11011elmu! AL1e Jo3 :aloN s6uuaAm 6111JIM poppap p !cIAl gIIM alq!p,dwoo AlponuaLpsl 11'( A o ZZL ')Q?I-U) 6U!JIM P!Iuap!saJ Z/ZL P1e £/K Pazl6Jate gl!M PGP1IeAa tJ99qSal vu W O55e10 3N3NAOI 2ulalM ltsalal33i3 sI!epp JOJ ltocbJ LJOgenpha of JaP2i ',AZ ) o u111UJIxew e ol6uILLeJJ JooJ psaLpu!Z/, L pLe 6u!MP 1 6747 Campobello Rd., Mississauga, Ontario, L5N 2L7, Canada 00 ,, E Tel: 90r 363.4040 Toll Free: 800.758.7325 Fax: 905.363.0102 C EF MATERIAL SAFETY DATA SHEET Product Name: ICYNENE L®-C-5M Section 1: Chemical, Product and Company Information Product Name: ICYNENE LD-C-50v2 Polyurethane Foam Also known as The Icynene Insulation System® ICYNENE LD-C-50v2 is a trademark of Icynene Inc. The Icynene Insulation System. Product Use: SPRAY -ON CELLULAR PLASTIC INSULATION Product Code: Not Applicable Section 2: Ingredient Information Ingredient CAS Mo: Wt.%a: Polyurethane Foam 100 Section 3: PHYSICAL DATA Appearance: Cream coloured cellular foam of "angel food cake" consistency and appearance (may become yellow to light brown if exposed to sunlight for extended period of time). Solubility In Water: Insoluble. Density: 0.5 lbs./cubic foot Odour: None Emissions: Safe for occupancy after 24 hrs, no emissions detectable after 30 days. Section 4: FIRE & EXPLOSION HAZARD DATA Flammability: Combustion occurs at 400°F (material will not sustain combustion on its own) Flame Spread: Less than 25 Smoke Developed: Less than 450 Method Used: ASTM E84 Melting: Does not melt Flammable Limits: LFL: - not determined tJL: -notdetermined Extinguishing Media: Water, carbon dioxide, dry chemical or foam. Fire & Explosion Hazards: Prevent breathing of combustion fumes (smoke) Fire Fighting Eguipment: Firefighters must wear a self-contained breathing apparatus to avoid breathing smoke generated by combustion. Section 5: REACTIVITY DATA Page 1 of 2 (F) Spray ICYNENE LD-C-50v2 Product Name: ICYNENE L®-C-5M Stability: Stable under all normal conditions Detectable Emissions: No detectable emissions Systemic & Other Effects: Material is completely inert and will not cause physiological harm when exposed to skin, accidentally ingested or through inhalation. VOC and toxicological tests indicate no detectable vapors 24 hours after installation. Ingestion: The consequences of ingestion of large amounts are unknown Dust Inhalation: May cause mechanical irritation to the respiratory system Eye Protection: Use glasses when cutting foam Skin Protection: Dust from foam cutting may cause irritation Ingestion: Medical advice should be obtained Inhalation: Remove to fresh air, consult a physician Eye Contacts Flush with water to remove particles Skin Contact: No special precautions required THE INFORMATION HEREIN IS GIVEN IN GOOD FAITH, BUT NO WARRANTY EXPRESS OR IMPLIED, IS MADE. CONTACT ICYNENE INC. FOR FURTHER INFORMATION. Sr°CtiOR 1Of PAEPARATIQN tNF.O iMATION Prepared by: N. Xie, Senior R&D Chemist Telephone: 1-800-758-7325 Date of Preparation: Oct 29, 2012 Page 2 of 2 (F) Spray ICYNENE LD-C-50v2 IMES Evaluation Report ESR-1826* Reissued February 1, 2012 This report is subject to renewal February 1, 2013. www.icc-es.org 1 (800) 423-6587 1 (662) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00--THERMAL AND MOISTURE PROTECTION Section: 07 21 00--Thermal Insulation REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MiSSISSAUGA, ONTARIO L5N 21_7 CANADA 905) 363.4040 www.icynone.com EVALUATION SUBJECT: ICYNENE LD-C-50TM AND LD-C-50 VERSION 2 (v2) 1.0 EVALUATION SCOPE Compliance with the following codes: u 2012 and 2009 international Building Coda® (2009 IBC) to 2012 and 2009 International Residential Code® (2009 IRC) 2012 and 2009 Intemational Energy Conservation Coda® (2009 IECC) Other Codes (see Section 8.0) Properties evaluated: a Surface burning characteristics to Physical properties m Thermal performance (R-values) Attic and crawi space installation m Fire resistance Air permeability n Noncombustible construction 2.0 USES Icynene LD-C-50Tm and LD-C-50 v2 are used to provide thermal Insulation in buildings and to seal areas such as plumbing and wiring penetrations against air infiltration, in Types 1, II, 111, IV and Type V construction -(IBC) -and - dwellings under the IRC. The insulations may be used in fire -resistance -rated construction when installed in accordance with Section 4.5 and in Types I through IV construction when installed in accordance with Section 4.6. 3.0 DESCRIPTION 3.1 General: Icynene LD-C-50TM and LD-C-50 v2 are low -density, open - cell, polyurethane foam plastic Insulations and air barrier systems that are 100 percent water -blown with an installed nominal density of 0.5 pcf (8 kg/m3). The insulations are two -component, spray -applied products. The two components of the insulation are polymeric isocyanate A -Component, also known as Base Seal) and proprietary resin (B-Component, LD-C-50 or LD-C-50 v2 Resin, also known as, Gold Seal®). The A -Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six months. The B-Component must be stored at temperatures below 100°F (37.80C), and has a shelf life of six months. 3.2 Surface Burning Characteristics: When tested in accordance with ASTM E84/UL 723, at a thickness of 6 Inches (152 mm) and a nominal density of 0.5 pcf (8 kg/m3), Icynene LD-C-50 and LD-C-50 v2 have a flame spread index of 25 or less and a smoke -developed index of 450 or less. Thicknesses of up to 71/2 inches 190.5 mm) for wall cavities and 11112 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered with minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable code. 3.3 Thermal Resistance: Icynene LD-C-50 and LD-C-50 v2 have thermal resistance R-values) at a mean temperature of 75°F (24'C) as shown in Table 1. 3.4 Air Permeability: Icynene LD-C-5011 and LD-C-50 v2 spray -applied foam plastic insulations, at a minimum thickness of 31/2 inches 89 mm), are considered air -impermeable insulation in accordance with IRC Section R202, based on testing in accordance with ASTM E283. 3.5 Intumescent Coatings: 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating--is-a-latex=based-coating-supplied-in 1-gallon-(4L-)-- and 5-gallon (19L) pails and 55-gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 40°F 4.4°C) and 907 (32.2°C). Revised November 2012 iCCdS h''valuadan Reports are not to be consinn d as representing aesthetics or any other attributes nor .spectjtcally addressed,, nor an they to be ewtsinted as an endorsement ajthe subject ojihe r,,port or a recommendation jar its use. There is no worranty by ICC Evahtatton Service. LI.G express or Implied. as to orvjindmg or other matter in this report, or as to any product covered by the report. 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Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 mm). The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807, horizontally placed in the floor, and opening outward toward the living space. Items penetrating the roof deck or walls, such as skylight wells and vents, must be covered with a minimum of 51/2 inches (140 mm) of the LD-C-50 v2 insulation. 4.4.2.3 Crawl Spaces: In crawl spaces, Icynene, LD-C- 50 and LD-C-50 v2 insulation may be spray -applied to vertical walls and the underside of floors, as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches 356 mm), The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 31/2 inches (88.9 mm). The foam plastic does not require an ignition barrier or a coating. 4.4.3 Use on Attic Floors: When used on attic floors, Icynene LD-C-507m and LD-C-50 v2 foam plastic insulation may be installed at a maximum thickness of 111/2 inches 292 mm). between joists in attic Floors. The insulation must be separated from the interior of the building by an approved thermal barrier. The coatings specified in in Section 4.4.2.1 and the ignition barrier in accordance with IBC Section 2603.4.1.6 and IRC Section R316.5.3, may be omitted. 4.5 One -hour Fire -resistance -rated Assemblies: 4.5.1 Assembly 1 (Limited Load -bearing Wood Stud Wall): Minimum nominally 2-by-4 [1112 by 31/2 inches 38 mm by 69 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with a base layer of (12.7 mm) wood fiber sound board installed horizontally on each face with vertical joints located over the studs, attached with 6d box nails, 2 inches 51 mm) long and spaced 24 inches (610 mm) on center along the studs, and a second layer of 5/e-inch-thick 15.9 mm) Type X gypsum wallboard installed vertically on each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs. The stud cavity contains Icynene insulation nominally 2 inches (51 mm) thick. face, attached with 8d box nails, 2't2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs for the face layer and 6d cement coated box nails, 2 inches 51 mm) long and spaced 24 inches (610 mm) on center along the studs. The stud cavity contains Icynene insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following: a 1,805 pounds (8029 N) per stud. a Design stress of 0.78 F'c. m Design stress of 0.78 F'c at a maximum le/d of 33. 4.5.3 Assembly 3 (FloorlCeiling): Minimum nominally 2-by-10 (1 % by 9'/4 inches (38 mm by 235 mm)) Douglas fir, No. 2 grade wood joists spaced 24 inches (610 mm) on center, with minimum 1-by-3 [3/4 by 2'/2 inches (19.1 by 64 mm)] spruce bridging at mid -span. Floor decking must be minimum 1/2-inch-thick (12.7 mm) exterior grade plywood installed perpendicular to joists and fastened with 2-inch-long (51 mm) ring shank nails 6 inches (162 mm) on center at the joints and 12 inches (305 mm) on center at the intermediate joists. Plywood joints must occur over joists. Icynene insulation must be applied to the underside of the plywood deck between the joists to a depth of 5 inches (127 mm), Two layers of minimum 5/8-Inch-thick 15.9 mm), Type X gypsum wallboard must be attached perpendicular to the joists on the ceiling side of the assembly. The first layer must be attached with 1'/4-inch- long (32 mm), Type W drywall screws, spaced 24 inches 610 mm) on center. The second layer must be applied perpendicular to the joists, offset 24 inches (610 mm) from the base layer. The second layer must be attached with 2-inch-tong (51 mm), Type S drywall screws spaced 12 inches (305 mm) on center. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers together. These fasteners must be 02-inch- long (38 mm), Type G drywall screws placed 2 inches 51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and topped with an added coat of compound, and the fastener heads must be coated with joint compound in accordance with ASTM C840 or GA-216. 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): Nominally 6-inch-deep (152.4 mm), No. 18 gage, galvanized steel studs spaced 16 inches (406.4 mm) on e o 8 gage floor and ceiling track with alayer of 5/a-in h thick 15. 9 mm),Type X gypsum board applied to the interior side with the long edge parallel to steel studs and secured using No. 6, 1'/4-inch-tong (31.7 mm), self- drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or Axial- toads applied -to tnewalf-assemblymustbelfmited— --casein,--dry-or-premixed- joint--compound--applied-In-- a_ -- to the least of the following: coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, a 1,805 pounds (8029 N) per stud. plastic, or fiberglass tape embedded in the first layer of a Design stress of 0.78 F'c. compound over butt joints of the gypsum board. The stud is F nstressof0.78 at a maximum Design 'c I,/d of 33, cavity is filled with Icynene insulation up to 6 inches 9 152 mm) thick. DensG ass Gold Exterior Sheathing, 4. 5.2 Assembly 2 (Limited Load -bearing Wood Stud /2 inch (12.7 mm) thick, is installed parallel to steel studs Walt): Minimum nominally 2-by-4 111/2 by 31/2 inches with vertical joints offset a minimum of 16 inches 406 mm) 38 mm by 89 mm)) southern pine (G = 0.55), No. 2 grade from the vertical joints of the gypsum board and the studs spaced 16 inches (406 mm) on center with two horizontal joints offset a minimum of 24 inches (610 mm) layers of 1/2-inch-thick (12.7 mm) Type X gypsum from the horizontal joints of the gypsum board. 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Intumescent coatings are identified with the manufacturer's name and address, the product trade name and use instructions. 8.0 OTHER CODES 0.1 Scope: In addition to the codes referenced in Section 1.0, the products recognized In this report were evaluated for compliance with the requirements of the following codes: e 2006 International Building Coda (2006 IBC) 0 2006 International Residential Code® (2006 iRC) 0 2006 international Energy Conservation Cods 2006 IECC) 8.2 Uses: The products comply with the above -mentioned codes as described in Sections 2.0 to 7.0 of this report, with the revisions noted below. 0 Application with a Prescriptive Ignition Barrier: See Section 4.4.1, except attics must be vented in accordance with 2006 IBC Section 1203.2, and crawl space ventilation must be in accordance with 2006 IBC Section 1203.3, as applicable. Additionally, an ignition barrier must be installed in accordance with 2006 IRC Section R314.5.3 or R314.5.4, as applicable. is Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except attics must be vented in accordance with Section 1203.2 of the 2006 IBC or Section R806 of the 2006 IRC, and crawl space ventilation must be in accordance with Section 1203.3 of the 2006 IBC or Section R408 of the 2006 IRC, as applicable. o ,lobsite Certification and Labeling: See Section 5.8, except jobsite certification and labeling must comply with Sections 102.1.1 and 102,1.11, as applicable, of the 2006 IECC. o Protection Against Termites: See Section 5.7, except use of the insulation in areas where the probability of termite infestation is "very heavy' must be in accordance with Section R320.5 of the 2006 IRC. TABLE 1--THERMAL RESISTANCE (R-VALUES) FOR LD-C-50 and LD-C-50 v2 THICKNESS (inches) R-VALUE ff-W•h/8tu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 20 74 - ---- - For SI: 1 inch = 26.4 mm, 11F•ft2•h/Btu = 0,176 110°K•m2ivv. R-values are calculated based on tested Kvalues at 1- and 3.5-inch thicknesses. 2R values greater than 10 are rounded to the nearest whole number. Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or J residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed i must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 1 asiGG L1 aL, RJ Ll F/ Ly 1V SLLlly Q -- 1111l111V""Y LVJFV11JaV - Lai1J F1VFVJVu VVUJLi kVLavaa uV .-J, 1 .1 iaa abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Add 1, 1 I f I1 anid capable of erforr Form of Identification Lr I , do hereby state that I am qualified the requested construction involved with the permit application filed and agree to the Date Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON. NEW JERSEY 07039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 2007 Florida Building Code j,FBC} structural requirements excluding the *High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D•' and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud fronring construction, anchoring of these uruis shall be the some as that shown for 2x buck masonry construction. 5. Site condifions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET M DESCRB'RON 1 Typical elevation. design pressures. & general notes 2 Door panel details 3 Horizontal cross sections 4 Ver6cad cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frorne anchoring -1 X buck masonry con*uction 7 Bill of materials & components 375RMAX. OVERALL FRAME WIDTH oa z z 3 z O S LL w w O b t0 FL:wykyn eF.N stfli. 37. StY• INSWING x 65.0 70.0 82. 00" 3750" OUTSWING x 65.0 65.0 80. 50" en. RR BY: LFs nae MD.: FL- 476D.1 ET _ L OF 7 19 11 9 20 EXTERIOR 9 1r9 26 26 35.75" tAA)(. DOOR PANEL WIDTH u 71 a DooRPnHct INTERIOR HORIZONTAL CROSS SECTION SECTION 2 r . 66- I E. T9 TCRLMHGFSTIlF LVly - rem orcement r I T FLrlRERJPock. WOOD via " n II 26 LATCH MHYGE STHE Cellular pvc1.59" r - A Nj} 1 1 14 OOR BOTTOM RAH. Cellulorpvc IPlTERInoryTERiOR 1 VERTICAL CROSS SECTION 2 T. S. owe. By; RR LNK. eY: LFS eMN7NG N0: a 1-1/4" MIN, 1 FJ ta. I1YP.J _ 4 4 + l s aP 23 12 4 I ` 60 s 0 ioo rya" 8R•:o l'LE a` gi s m o 0 is INTERIOR 8 S 1 2 e a 3 17 3 t ao W 0 0 EXTERIOR 13 OH .' ZE Z 2 m o21 a a4 3 HORIZONShowTAL CROSS SECTION M1N} '` o 1-1/4'MIN. a EMa TYP concrete eMa.lrrr. a a I ) 3 4 concrete screws for wood screw per 1 4 4 Section 17145.4.2 of the FaC. 3 4 6 4 3d IS As, w TYP.) G-SINK C-SINK 0 O O @ _ (TYP.) O w 23 12 zap Cr. o 23 12 8 16 6616 . 1 INTERIOR INTERIOR 8 T w u E O ° . 0 Q ee zz o U 13 ° a*E Os 02 oa 5 EXTERIOR EXTERIOR 24 5 swm N.T.S. 22 27 2 Irmo. en RR m 21 aa. ar LFs 3 1 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1 ° oaram+o No.: m 3 Outswing shown - inswingnswrng FL-4760.1 0 otso approved 3 ds0 ppppipsvedn " s acr 3 as 7 a 1" MIN. FROM 1" MIN. FROM e MASONRY EDGE MASONRY EDGE TYP.) a ( TYP.) 2-1 IT MIN. FROM 2-1/7' MIN. FROM MASONRY EDGE MASONRY EDGE z ° ( TYP.) (TYP.) F c m 1 Z.; g" O R 9mo SS s 2f man m« i 7 . 4 4 6 _ 3 cd QW 12 6 23v I o81 6 u o ib chi? PC 6 EXTERIOR INTERIOR a EXTERIOR INTERIOR m y 1 VERTICAL CROSS SECTION 4 Outswing shown -inswing t 1 VERTICAL CROSS SECTION o f z 4 Shown w/1X sub -buck substifuling o also approved concrele screws for wood screws per & Section 1714.5.42 of the FRC EXTERIOR INTERIOR VERTICAL CROSS SECTION el Outswing confguraton VERTICAL CROSS SECTION 4 Inswing configuration ea RR By; LFS ZING No: FL-4760.1 a 4 of 7 5 TYP. HEAD JAMBS SEE NOTE 1 MASONRY J OPENING w U 2X BUCK o liUfrK ANCHORING STRB(E JAMS 6 TYP. HEAD JAMBS MASONRY 7 L OPENING FRAME 0 2X BUCK FRAME ANCHORING Masonry 2X buck construction NOTES: I . I/4" FJco concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a i- 7/4" minimum embedment and a rrnimum 4" cleorance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to morfarjoints. if concrete screw locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. LATCH & DEADBOLT DETAIL MNGEJAMB HINGE DETAIL ere RR ee LFS rwc FL- 4760.I 5 OF 7 MASONRI OPENING FRAN 1X BUI SMKEJAMB FRAME ANCHORING Masonry 1 X buck construction 1 HINGEJAMB SEE NOTE 1 HINGE DETAIL LAWN i DEADBOLT DETAIL 2 2 NOTES: 1. 1/4" 1TW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-I/4"minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension it not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges. a 1-1/4" minimum embedment and a minimum 2-1 /4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 66 oH•:d i ze e 9O? d2 C' nmo a Lz tiS BiLL OF MATERIALS REM DESCRIPTION MATERIAL H 1/4"X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 33/4" PFH ITW CONCRETE SCREW STEEL K 3/16" X 3-1 /4" PFH T W CONCRETE SCREW STEEL I MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 9 X 3/4" PFH WOOD SCREW STEEL 3 2X BUCK SG >= 0.55 WOOD 4 1 /4" MAX. SHIM SPACE 5 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 6 8 X 2.1/2' PFH WOOD SCREW STEEL 7 1 X BUCK SG >= 0.55 WOOD 8 DOOR PANEL 9 DOOR SKIN MIN. 0.075"THICK BY NAN YA FIBERGLASS 10 1 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. VINYL I 1 REINFORCEMENT WOOD FOR LOCKS WOOD 12 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 13 49 X 1"PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. [WOOD 15A INSWING ADJUSTABLE THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 16A COMPRESSION WEATHER STRIP GLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWIKSET DEADBOLT GRADE 2 STEEL 19 CONTINUOUS LATCH AND HINGE STILE RINFORCEMENT WOOD 20 POLYURETHANE FOAM BY NAN YA POLYURETHANE 21 4" X 4" BUTT HINGE STEEL 22 8 X 2' PFH WOODSCREW STEEL 23 POLY FIBER JAMB COMP./ VINYL 24 10 X 7' PFH WOOD SCREW STEEL 25 TOP RAIL CELLULAR PVC 26 HINGE & LATCH STILE CELLULAR PVC 27 STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM./ 29 DEADBOLT PLATE STEEL 1 4.56" N 14 1 I- 2.44" — -I 23 POLY FIB R JAMB VIE e Fil r 4.56' 1 I 2.13- -,-il ul h-- 2.4a' --I 12 4-916"JAMB Finger joint pone 4-W l n in OUTSri G BNMP THRESHO rrr. E N.T.S. RR er LFS Y6G NO.: FL-4760.1 T -2- cw 7 PERMIT # Florida Building Code Online r6 CE Page 1 of 5 pradwg Approval Menu > product or Application Search Aootication Uat > Application Retall FL # FL15217-RI WINNERApplication Type Revision Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75005 972) 242-5271 Ext 207 ivan.paredes@gactx.com Authorized Signature Luis Lomas dlomas@lrlomaspe.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD: Carrollton, TX 75006 ivan.paredes@gactx.com Quality Assurance Representative Ivan Paredes, M.E. Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 ivan.paredp-s@gactx.com Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evacuation Report - Hardcopy Received Florida Engineer or Architect Name who Luis Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation R Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urlch, PE I—, Validation Checklist - Hardcopy Received Certificate of Independence Fl 15217 R1 C0I FLCOI.odf Referenced Standard and Year (of Standard) SAndqrd year AAMA/WDMA/CSA 101/I:S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E330 2002 Florida Building Code Online Pagel of 5 Aorida Department } SCIS Home ; Log In 1 User Registration i Hot Topics Submit Surcharge Stata a Facts Publications FBC Staff BCIS Site Map ( Links Search Bus nes } rD ssl I USER: uccUApproval Regulation I l lifW product Aooroval tifl2u > Product or Aooacatlon Search > Application List > Application Detail FL # FL15217-R1 MEMO 5" Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company Address/Phone/Small 1091 W. Crosby Rd. Carrollton, TX 75006 972) 242-5271 Ext 207 van.parecies@gactx.com Authorized Signature Luis Lomas r[lomag@lrlomaspe.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD. Carrollton, TX 75006 Ivan.paredes@gactx.com Quality Assurance Representative Ivan Paredes, M.E. Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 Ivan. pa redes@gactx.com Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Luis Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE I-- Validation Checklist - Hardcopy Received Certificate of Independence FL15217 Ri COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I3.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E330 2002 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL15217 RI EDuiv 511941EO9602.pdf Method 1 Option D 05/16/2012 05/24/2012 06/15/2012 08/07/2012 Page 2 of 5 Summary of Products Go to Page F- 0 0 67 Page 1126 0 PL # Model, Number or Name Description 15217.1 JISERIES 1100 ALUMINUM SH SERIES 1100 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 RI II 08-00576B.Ddf Approved for use outside HVHZ: Yes FL15217_ RI _II_ 08-00577B.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes I Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 RI AE 511035.odf Created by Independent Third Party: Yes 15217.2 SERIES 1100 ALUMINUM TWIN SERIES 1100 ALUMINUM TWIN SH NI CONTINUOUS i SH HEAD AND SILL 8BX72 Limits of Use Installation Instructions Approved for use In HVHZ: No PLIS217 RI II 08-00253B.13df Approved for use outside HVHZ: Yes FL15217 RI II 08-00254B.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FLIS217 R1 AE 510334-1A.pdf Created by Independent Third Party: Yes 15217.3 SERIES 1450 ALUMINUM SH SERIES 1450 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use In HVHZ: No FL15217 Rl II 08-01221.pdf Approved for use outside HVHZ: Yes FLIS217 R1 Il 08-01222.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FLIS217 Rl AE 511822A.pdf Created by Inde 'endent Third Party: Yes 15217.4 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM SH NI 44X84 SH Limits --of Installation Instructions i Approved for use In HVHZ: No FLIS217 R1 II 08-00265C.odf Approved for use outside HVHZ: Yes FL15217-PI II 08-00266C.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 RI AE 510340-18.pdf I Created by Independent Third Party: Yes 15217.5 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM SH NI 54X72 I I SH Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 RI II 08-01217.pdf Approved for use outside HVHZ: Yes FL15217 Ri I1 08-01218.pdf i Impact Resistant. No Verified By: Luis Roberto Lomas 62514 I Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL1541Z RI AE 511797A.Ddf Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FLIS217 R1 Eauiv 511941EO9602.odf Method 1 Option D 05/16/2012 05/24/2012 06/15/2012 08/07/2012 Page 2 of 5 Summary of Products I Go to Page F— `Id 0 Page i/ 2 0 0 FL # Model, Number or Name IDescription 1 15217.1 JISERIES 1100 ALUMINUM SH ISERIES 1100 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS217 RI II 08-00576B.odf Approved for use outside HVHZ: Yes FL15217 Ri II 08-00577B.odf Impact Resistant: No Verified By: Luis Roberta Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports 1 PRESSURE RATINGS FL15217 RI AE 511035.pdf Created by Independent Third Party: Yes 15217.2 SERIES 1100 ALUMINUM TWIN SERIES 1100 ALUMINUM TWIN SH NI CONTINUOUS SH HEAD AND SILL BBX72 Limits of Use Installation Instructions Approved for use In HVHZ: No PL15217 R1 I1 08-00253B.odf Approved for use outside HVHZ: Yes FL15217 RI II 08-00254B.2df Impact Resistant: No Verified By: Luls Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FLIS217 R1 AE 510334-1A.2df Created by Independent Third Part : Yes 15217.3 ISERIES 1450 ALUMINUM SH SERIES 1450 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use to HVHZ: No FL15217 R1 H 08-01221.pdf Approved for use outside HVHZ: Yes FLIS217 R1 II 08-01222.zdf Verified By: Luis Roberto Lomas 62514IImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evluation Reportsvaluation jPRESSURE RATINGS AE 511822A.odf Created by Independent Third Party: Yes 15217.4 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM SH NI 44X84 SH Limits of Use installation Instructions Approved for use in HVHZ: No FLIS217 RI 11 08-00265C.odf Approved for use outside HVHZ: Yes FLIS217 RI II 08-00266C.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Destgn Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 R1 AE 510340-18.odf Created b Inde endent Third Party: Yes 15217.5 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM SH NI 54X72 SH Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 RI II 08-01217.odf Approved for use outside HVHZ: Yes FLIS217 RI 11 08-0121$.odf Impact Resistant: No Verified By: Luls Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 RI AE 511797A.adf L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 rllomas@lrlomaspe.com Manufacturer: General Aluminum 1001 W. Crosby RD. Carrollton, TX 75006 Product Line: Series 14$0 Aluminum SH Window- Non -Impact Engineering Evaluation Report Report No.: 511822A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3 method 1(d). The product listed herein complies with requirements of Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01221, titled Series 145 number 08-01222, titled Series 1450 Designer SH — Non -impact, Lomas P.E. 2. Test report No.: CCLI-11-045 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMANVDMA/CSA 101/I.S,2/A440-05 Design pressure: +50.01-55.0psf Water penetration resistance: 6.Opsf. 3. Test report No.: CCLI-09-158 signed by Wesley Wilson Construction Consulting Laboratory international, Carrollton, TX AAMANVDMA/CSA 101/1.8.2/A440-05 Design pressure: ±40.Opsf Water penetration resistance: 6.Opsf. 0 Rectangular SH — Non -impact and drawing prepared, signed and sealed by Luis Roberto Comparative analysis with anchor calculations, report number 511037-1B prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation drawing Maximum unit size: 54" x 72" Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVH2. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Aluminum 6063-T5 installation. Units must be installed in accordance with approval document, 08-01221 and 08-01222, Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 NN Nto 0 51 1 TAT 4F w ORID s/ONAL.`4\\ Luis R. Lomas, P.E. FL No.: 62514 02/17/2012 72" MAX. WIDTH A I B 0 B 72" FOR ANCHOR D O MAX. SPACING SEE HEIGHT NOTES 10 AND 1t O 0 A ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RA TrNG IMPACT "Tm t40.0PSF -" RN5IOWS I REV I DESCRIPTION I GATE I APPROVED GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE 15 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE PVC 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, .IAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 CLASS CHARTS. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FIN FRAME WINDOW WITH 0.120" OIA. 6d NAILS WITH A MINIMUM 1-1/2" EMBEDMENT INTO FRAMING. FOR NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 3. LOCATE ANCHORS 6" MAX. SPACING BETWEEN ANCHORS MUS NOT EXCEED 12 11) INSTALL FIN FRAME WINDOW WITH $8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/2" EMBEDMENT INTO SUBSTRATE. FOR NUMBER OF ANCHORS REFER TO ANCHOR CHARTS IN SHEET 3. LOCATE ANCHORS 6" MAX. FROM CORNERS, SPACING BETWEEN ANCHORS MUST NOT EXCEED 12". 12) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES. - A. WOOD — MINIMUM SPECIFIC GRAVITY OF C-0.46 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLTON, TX 75006 SERIES 7000/7100 TWIN TILT DESIGNER SH 72" X 72" NON — IMPACT ELEVATION AND GENERAL NOTES ORARN: DNYJ No. R.L. 08-00S85 SCALE NTS JDATE 10/08/0$ sNEtz1 OF 3- SIGNED., 0211612012 SHEATHING BY OTHERS CAULK BEHIND FIN PERIMETER CAULK BY OTHERS - FIN TYPE FRAME HEADER EXTERIOR GLAZING TYP.- SEE SHEET 3 FIN TYPE - FRAME SILL PERIMETER - CAULK BY OTHERS INSTALLATION ANCHOR CAULK BEHIND FIN SHEATHING BY OTHERS 1-1/2" MIN. EMBEDMENT FRAMING BY OTHERS INSTALLATION ANCHOR f-1/4 MAX. SHIM SPACE INTERIOR SECTION A -A WINDOWHEIGHT MAX. SPACE 1-1/2" MIN. EMBEDMENT 1-1/2" MIN. EMBEDMENT SHEATHING--p, BY OTHERS CAULK BEHIND FIN - INSTALLAT101 ANCHOR PERIMETER BY OTHERS 1/4- MAX. SHIM SPACE I REV I DESCRIPTION I DATE I MPR0VED WINDOW WIDTH INTERIOR GLAZING TYP. SEE SHEET 3 EXTERIOR SECTION B-B 1/4" MAX. SHIM SPACE FIN TYPE FRAME JAMB 1-1/2" MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BEHIND FIN IN TALLATION ANCHOR PERIMETER CAULK BY OTHERS GENERAL ALUMINUM COMPANY ti111r11II/,/, R•• LQ j// 1001 W. CROSBY RD. CARROLTON, TX 75006 Jtg CENB 9 1! SERIES 7000/7100 TWIN TILT DESIGNER SH 72" X 72" NON - IMPACTJ xB: tAt• p * INSTALLATION DETAILS'E DRAWM DWG N0. O ,[ 0R1O;'• os—ooss REV QB jQNp, I, E G SCALE DATENTS 10/08/08 2 OF 3 ONE By WOOD - DUCK BY OTHER CAULK BETWEEN WINDOW FIANCE & 61000 BUCK d PERNETER CAULK 7r GTHER FUNCE TYPE WNDON TRAMS NEAOER EXTERIOR SHIM AS REO'D SEE NOTES) CAULK BETWEEN WOOD BUCK k BY OTHERSMASONRYOPENING elarAuwrmN ANCHOR. 11/4 MIK Q ENBEPMEM # A AS READ. (SEE MOTES) BUCK WIDTH WINDOW WIDTH CAULK BETWEEN DWOODBUCKa PERIMETER C NRY OPEVNO BY OTHERS I ITT OTHERS RANGE TYPE J EXTERIORWINDOWFRAMEJAMB SECTION B-B WINDOWWIDTH BUCK WINDOW HEIGHT 1HEKiM I F- i 6' IAVI. M. WINDOW TYPE B FLANGE FRAM Stu PEANMET" GIl ..Dow Or OTHER HEIGHT. PRE CAST SILL BT OTHERS .. SILL STOOL Q a. BY OTHERS BETWEEN WINDOW FLANGE . d! PRE CAST SILL WITH VULKEM 116 AOHESNE WAR OR APPROVED EQUAL A SECTION A -A ELE3 OLEVATiTiON VIEWED FROM EMENKIR TYP. ONE m WOOD BUCK BY OTHE R S EMDFAMEM 4 Q d REVISIONS DESCRIPTION DATE APPROVED REVISED PER 2007 FBC 8/13/08 R.L_ REVIEWED PER 2010 CODE 02/15/72 R_L. NOTES: 1) THE PRODVC1 SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) MASONRY SPEWING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOAN TO STRUCTURL MASONRY OPENING DESIGN 6 THE RESPONSIBILITY OF THE ARORTEC7 OR ENGINEER OF RECORD. IS FO R MAINTAINING INTEGRITY OF WIND OPENING AND ALLRESPONSIBLE DFRAMING AROUND DOW. 4) WNNDOW FRAME MATERIAL TO BE PVC. 5) ALL FASTENERS NUTS AND WASHERS SHALL BE LATE OF CORROSION RESISTANT MATERIAL 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIL SHIM WHERE SPACE OF 1/I6- OR GREATER OCCURS. MAKIMUM ALLOWABLE SHIM STACK TO BE 1/4', 7) FOR ANCHORNC I,= MASONRY USE 3/16" TAPCONS, OF SUFFICIENT LENGTH TO ACHEVE A 1 1/4- MINIMUM EMBEOMENT INTO SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE LOCATE ANCHORS PER ELEYATION. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE OEBNS REUI NS. B) CAULK BEHIND WINDOW FLANGE AT HFAO, SILL AND RAMS& 10) USE CALLA FOR PERAIVER SEAL AROUND EXTERIOR OF WINDOW. il) WHERE WATER RESISTANCE TEST REQUIREMENT OF 1SX OF DESIGN LOAD APPLIES, POSITIVE OCT" PRESSURE IS LAUTED TO 40PSF DUE TO WATER TEST PRESSURE OF BPSF ACHIEVED N TEST. 12) ALLOBABLE STRESS INCREASE CLZ WAS NOT USED IN THE DESIGN OFTHEPRODUCTSHOWNHEREIN. LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) IF ENACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE 14) UNITS MUST BE CIAZED N ACCORDANCE WITH ASTM E1300. Maximum dbsW pmssure G8p8G)Ty dTartalSo Compared U446 MWVIe UnBs) Haight (1.) Total Lamor Upper TT Y9.S 122b 2 .5 1 20.6 a/.b a6b 3R8 4f.b 4A6 47A Pa. I Wag Als Nag I Puc I ATeg Pb. Nag RDs I Aleg P- I Appar Pbs Raw AN, Pbs Nog Pbs Rep Ptrb Memo 27•5 fa.8 1A8 40.0 BG.Q 40.0 80.0 40.0 80.0 40.0 BO,O 40. 4Q0 Bp,O 40A 80.0 4Q0 80.0 40A 80.0 40.0 TSB SSS T.8 17.8 40.0 00.0 40.0 60.0 4D.0 80.O 40.0 80.0 40.0 80 400 80.0 4Q 80.0 4D0 79,2 4QD 60.9 40.0 619 41b 2T.8 2T.8 40.9 B0.0 440 80.9 40.0 80.0 40.Q 8(1.0 40A BOA 4Q0 80.0 40.0 1 40.0 6'3.6 40.0 S1A7 d0.0 532 4T.5 zf.a 2L8 l0.0 80.0 40.0 B0.0 40.0 80.0 0 BOA 40.0 B0.0 40.0 80,0 0 7S5 ASO 6DZ 0. 4. bTS pSe 2a9 40.0 80.0 40.0 80.0 40.0 80.0 40.0 SOLD 40,0 80.0 40.0 80.0 40.0 727 TSCS 40.0 57_S 40.0 SSS Z>:6 ZT8 4D,0 B0.0 40.D BD.O 40.0 e[LO 0 60.0 00.0 0 0 40.0 70.6 40.0 SLi3 440 SLS 40.D 45A 54.5 29.829.8 40.0 B0.0 40.0 80.0 4DA 80.0 40.0 60.0 D 0 80.0 0 69.0 0.0 53,5 40.0 49.7 40.0 43.8 7l.S a4.8 aS8 40.0 849 40,0 B0.0 0 0D.0 40.0 ffi0 BD.O 440 (17.2 40.0 50,2 40.0 40.2 40,0 40. a -NAIL . GENERAL ALUMINUM COMPANY OF TEXAS. LP 1001 W. C O BYRD.CARROLLTON, TX 75006 1` vJ`A% GBN HsF s SERIES 7100 DESIGNER PVC SH TILT WINDOW 47. 5 X 71.5 DESIGN INSTALLATIONDETAILSANDDESIGNPRESURE CHART 8TT c s;[0RVOV' 1/ 1 DRAWN: DTUG N0. REV D8 8 scAtE NFS DATE 12 i 2/06 SNEEI OF 1 NA 1+ Florida Building Code Online PERMIT ?,ro a I Florida Department` BCIS Home Log In User Registration Hot Topics Submit Surcharge BusinessrO A j Product ApprovalProfessionalrUSER: Public User Regulation Pagel of 2 U F G Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail DL0Rs K:F-Ti-T FL # U-=--1 T" Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL10124-R9 Revision 2010 Approved GAF 1361 Alps Road Wayne, NJ 07470 973) 872-4421 lindareith@trinityerd.com Beth McSorley lindareith@trinityerd.com Beth McSorley 1361 Alps Road - Bldg 11-1 Wayne, NJ 07470 973) 872-44211,>? BMcSorley@gaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 08/08/ 2013 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL10124 R9 COI Trinity ERD CI - Nieminen - 2013.pdf Standard ASTM D3161 (Class F) ASTM D3462 ASTM D7158 ( Class H) TAS 107 Year 2006 2007 2007 1995 http:// floridabuilding. org/ pr/ pr_app_dtl.aspx?param=wGEVXQwtDquracBeV CbdMQNZD... 4/9/2013 Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/20/2013 02/26/2013 02/27/2013 04/09/2013 Summary of Products FL # Model, Number or Name IlDescription 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R9 II er022613FINAL GAF Asphalt Shingles FL10124-R9.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R9 AE er022613FINAL GAF Asphalt Shingles FL10124-R9.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, 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 850.487.1395R?- 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 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 here . Product Approval Accepts: Chet]. M http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV CbdMQNZD... 4/9/2013 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 r w Y _ 353 CHRISTIAN STREET, UNIT #13 J TRINIu ERD OXFORD, CT 06478 PHONE: ( 203) 262-9245 FAX: ( 203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-R11 1361 Alps Road, Building 7-3 FL10124-119 Wayne, NJ 07470 Date of Issuance: 01/03/2008 Revision 11: 02/26/2013 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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. TrinityJERD 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 5. Prepared by: j = 0;; Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/26/2013 This does not serve as an electronically signed document. Signed, sealed hardcopies 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. TrinityJERD 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. 111 TRINITY i ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, 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 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR O1/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-Ril Certificate of Authorization #9503 FL10124-1119 Revision 11: 02/26/2013 Page 2 of 5 TRINITY1 ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC. (QUA 9625) Quality Control Inspection Report, File No. R21 08/08/2012 UL, LLC. (QUA 9625) Quality Control R3915 Current 4. PRODUCT DESCRIPTION: 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Slate, Grand Slate II, Monaco, Sienna, Timberline American Harvest, Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD / Timberline Prestique 30, Timberline Prestique 40 Timberline Cool Series, Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30 and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge IR, Ridglass 8, Ridglass 10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All GAF 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 Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category 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 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R11 Certificate of Authorization #9503 FL10124-R9 Revision 11: 02/26/2013 Page 3 of 5 SRO JIT ERD 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II / Camelot 30, Grand Slate II, Country Mansion II, Monaco and Woodland require minimum five (5) fasteners per shingle 6.3.2 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. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Ridglass 8, Ridglass 10 and Ridglass 12 asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per side [total of four (4) nails per shingle] and asphalt roofing cement. 6.4.2 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge IR asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle. 6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 6.4.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. 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. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R11 Certificate of Authorization #9503 FL10124-R9 Revision 11: 02/26/2013 Page 4 of 5 TRINITY! ERD 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R11 Certificate of Authorization #9503 FL10124-119 Revision 11: 02/26/2013 Page 5 of 5 A/ LJ E s 1 " 0 30 SCr GE• 1 30' r hl` 63 O a U ELEVATION NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON COUNTY BENCHMARK No. 4740901, ELEVATION 22.75 (NAVD88) ADDRESS 1505 Douglas Street Sanford, FL 32771 LEGEND 0 = Found Iron Pipe & Cap (IP) 0 = Found Iron Rod & Cap (IR) OR Book = Official Record Book Pg = Page [ = Water Meter CONC. = Concrete (F) = Field Measurement FND = Found ID = Identification (P) = Plat Measurement LB — Licensed Business LS = Licensed Surveyor TYP. — Typical FFE = Finished Floor Elevation JOB #: VLSRI34728 CLIENT* 137417 FIELD DATE: 12-11-13 DRAFTER: BT APPROVED: JEW SCALE: 1" = 30 1 sc villas 5 FND J¢"IR LB 4200 N to Qm Ooz oOf6a owm wr oQ o'er b w O O 01o= z0 Ln w FND )¢"IP NO ID 0.1'N NOTE: PURSUANT TO CITY OF SANFORD SECTION 18-4A, THE FINISHED FLOOR MEETS AND/OR EXCEEDS A MINIMUM OF 16' ABOVE THE CROWN OF ROAD. LOT 1 LOT 2 5'x8.1' BLOCK STORAGE N89'32'15'W(F) 150.00'(P) 4' CHAINLINK FENCE(TYP.) LOT 20 LOT 19 FND X"IP NO ID 0.3'W GONG.' DRIVE';', C RT CONC. O CID i' 79.4' IA 28 8'x m q4' 0 40.2' CROWN a. 0 0 W r COVERED 30.g' LOT 3 J ENTRY FFE I Story c- BloN •' ' W 5. 9' co CONC. 8 eS.d.^' N r Y a 4a1-------— — — — — — — — o 5 O Z A/ C Z --- v J PAD V J0 34 IF N8932'15'IM(F) 150.00'(P) FND X'IP l 0 NO ID 0. 2'N 12. 5' IN0ID z' N 0, VW o OF LOT 4 1 REMAINDER LOT 17 Q OF LOT 4 n I BLOCK F IIM AoceptU,ae end Acceprence 0 The. DEC ` t013 Le3a/ Jescr pt;ah Cper O 8, , Par 9,.2) ClosengLot3andtheA/orth L2.5 feet of Lot 4, Estae'-6' aeeard. to the p/at e'6e -e'D6 AGENTPeCoi- ded ;n Plat Boa, .3, Ya e s I and of the Pub/ eco! d5 0 Se..%./e County, f7or der. a r T.F. I t K.1Tlc'h: 0rCERTIFIED TO: (AS FURNISHED) Michelle Taylor Habitat for Humanity of Seminole County and GroaterApopka, Florida, Inc the Closing Agent, Inc Westcor Land Tille Insurance Company FLOOD ZONE SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE 9P, AREAS DETERMINED TO BE OUTSIDE THE 02% ANNUAL CHANCE FLOODPLAIN, PER F.I.R.M. PANEL NUMBER 121170DO70 F, LAST REVISION DATE 09-28-07, PER MAIRMSE WESSITE. THIS SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE ABOVE INFORMATION. THE LOCAL F.E.MA. AGENT SHOULD BE CONTACTED FOR VERIFICATION. LIST OF POSSIBLE ENCROACHMENTS: FENCES CROSS PROPERTY LINES OWNERSHIP OF FENCES NOT DETERMINED BASIS OF BEARING BEARINGS ARE ASSUMED AND BASED ON THE EAST RIGHT-OF-WAY OF DOUGLAS STREET WHICH HAS A BEARING OF N 00'00'D0" E. NOTES 1. Underground utility Installations, underground Improvements, foundations and/or other underground structures were not located by this survey. 2. The purpose of this survey is for use in obtaining title insurance and financing and should not be used for construction purposes. 3. Additions or deletions to this survey try other than the signing party or parties is prohlbited without the written consent of the signing party or parties 4. The property shown hereon Is subject to all easements, restrictions and reservations which may be shown or noted on the record plat and within the pub] is records of the county the subject property is located. This survey only depicts survey related information such as easements and setbacks that are shown on a record plat of have been furnished to the Surveyor. 5. Building ties and dimensions for improvements should not be used to reconstruct boundary lines. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE AND BENEFIT OF THE PARTIES LISTED HEREON. LIABIUTY TO THIRD PARTIES MAY NOT BE TRANSFERRED OR ASSIGNED. s LaAD Se&ilea" LLf 941 S. Pennsylvania Avenue Winter Park, FL 32789 Phone ( 888) 399-8474 L- 8 -4;;S,& SURVEYOR' S CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY IS A TRUE AND ACCURATE REPRESENTATION OF A.SURVEY P,gffiED UNDER MY DIRECTION. l '•. virtJrJJJi. p • rjSE NUM'Po9 i' G 6F••. S Tti.1'E OF IRIDA Joseph E. Willlamson LS.......... DATED: 12-11-13 PROFESSIONAL LAND SURVEf h,,i 11t1N. - FLORIDA REGISTRATION #6573 NOT VALID WITHOUT THE ELECTRONIC SIGNATURE AND/OR ORIGINAL RAISED SEAL OF THE LISTED FLORIDA LICENSED SURVEYOR AND MAPPER DATE REVISION DA:I EVISION i -" I Ads fi shd -7— 2013 REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Se County, Winter Springs Date: 11.14.2013 Project Name: Thrivent Build Buildina Permit #: 13-1710 Project Address: 1505 Douglas St., Sanford FL 32771 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. if the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral ri,=ht to direct the utility to terminate electrical service without notice. furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold haniiless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. hlterior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking tnechanisin (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the Fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of ISO days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. habitat for humanity seminole Print Name of Owner/Tenant Signs tore of Owner/Tenant habitat for humanity Seminole JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Nan e of Gen. Contractor S_it_4lature of Gen. Contractor N/A Gen. Contractor License # CALLEDINTO: Progress Energy Rev. 3/27i07) Del -Air Electric Print Name of El. Contractor atur o Contractor c I30(-)?-7 15 M. Contractor License flori,da Power and Light an