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1309 W 14 St
C,*j('I P%, RECEIVED �N V((� � SEP 8 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION BY� PERMIT APPLICATION • 2 2 -1 Documented Construction Value: $ 9 `/ 217• ' f O Job Address: )3 0) mots . ► `+ TH -9 Historic District: Yes ❑ No ❑ Parcel ID: 3s-19 - 30 -503 - 00 0 0 - 0 0 °! 0 Zoning: Description of Work: e_O"Srao► -e r Plan Review Contact Person: Title: fa 6S s o C>J 7` Phone: HO1 -g63-511"ST Fax: 107 322- $k y/ E-mail: ��ke�oa.arrtttr�•�gLoRs`, coM Property Owner Information am J o t- 104 1lla C C, t✓ ^) N Phone: Street: 13'") t� • 1 4 T�� S Resident of property? : Y"ES E City, State Zip: S q a rVYZO 1-;1- 3 2- -7 7/ Contractor Information Name e -D 1Q1 NTH111 3 13Jit-CL�►2S+ Phone: k10'7 y03 -,SIS-0 Street- 10 a 3 6)k 9 S-0 $ S"D Fax: L/0-7 3Z-7- I to 0* City, State Zip: L-ifl<d Mlf-,f- % /;�L State License No.: C (L BS's `tb Architect/Engineer Information Name: K o no A -t -to H , tO ) L -.S Or --1 Phone: 107 & B 2 - `iOSZ - Street: 't (v (o `6-0-T/-16y2S 1=1 CLO )� V bf Fax: '407 40 9 2 - 3 g Y / City, St, Zip: A L j ".0A.>_)K -S I°21•` 4-f.0r' [-..s Z-71 `/• E-mail: IQ I-►u� Lri�4R � � t�TU72� ���u tl N � Bonding Company: Address: Building Permit 01 Square Footage: //0 Lf No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical ❑ (Duct layout required for new systems) W i W No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ 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 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. of Owner/Agent ier/Agent's Name Z /- L<!-'�L" ZZ, of Notary -State of Floridd ,; * r MY COMMISSION 1 EE 060619 EXPIRES: January 31,2015 ,�pBan* Thu &P* tto"Serw= Date Owner/Agent is ✓ Personally Known to Me or Produced ID Type of ID ►1 q l ) I Signature of Contractor/Agent lbati APPROVALS: ZONING: • %I UTILITIES: COMMENTS: Rev 11.08 Qi cw-�►-�'zo 11 oy-�►�s ► rG •,�-s Pt�ds� b r� � Print Contractor/Agent's Na e ature of N Lary-Sta�ttee o,�f FI Dat flkLPM 040`0-44 SIOVIE+Januer:S3HIdX3 : 619090 331 NOISSIWWOO AN nIAWD V M7/personally 3�nd Ay��or Contractor/Agent is Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: 42 4,r*411 / / 4r Plan Review Comment Letter Deen, Joy From: Deen, Joy Sent: Tuesday, September 13, 20112:49 PM To: 'Rick@corinthinebldrs.com' Cc: Deen, Joy Subject: comment letter.doc City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: September 13, 2011 Contact Person: Rick Lovacsik Contact Phone Number: Contact Fax Number: Contact E-mail Address: Rick@corinthinebldrs.com Building Permit Application Number: 11-2292 Project: Single -Family Residence Job Address: 1309 West 14th Street ARCHITECTURAL 1. Submit two sets of Truss Engineering with lay out sheet. STRUCTURAL 1. N/A MECHANICAL 1. N/A PLUMBING 1. N/A ELECTRICAL 1. N/A Page 1 of l Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 9/13/2011 D Application No: RECEIVED OL coo a gnu I SEP CITY OF SANFORD BUILDING & FIRE PREVENTION 13Y: PJ5RMIT APPLICATION �, • 2 2 -1 Z Documented Construction Value: °�=1 Job Address: 13 o) w- ► 4 T H t i Historic District: Yes ❑ No ❑ Parcel ID: IS- 19 - 30 -.503 - 00 0 0 -0 0 2 0 Zoning: Description of Work: OSS MV -c T fZep 4cVma-^-) : ff 12 Plan Review Contact Person: K Idoy A c S IL. Title: fa a -C1 o e�J ' Phone: Hol ",f103-6riO S $ Fax:'/07 322- 8kV/ E-mail: ��ck�C'oa�.>Tr+�� 8,ORI, cotti Property Owner Information ame 10 L- ► 04 1"A C Ci ✓ rJ n.) Phone: Street: l 3 001 1 4 T/-► S i Resident of property? : �6'S 0 City, State Zip: 3Z-'771 Contractor Information Name O (�► NTN ihJ 3y �4 L'►�S, 1 jyC Phone: Street: i a 3 4 X 9 S'01 5-0 Fax: City, State Zip: L-614 d Mt1-1!l % /.::L 32795 State License No.: Architect/Engineer Information Name: K1_10 no 4-i_o H. tO) LS or-� Street: _%(o (e, -W t5y-VT/-/ bY2S F) 6 -LO 6 W br City, St, Zip: P L _j n'M0A.>_jLe -SP21 ^'41, -::L 3 Z77 ► k}07 L/03 S-$ L/0-7 3 2_2 -- & 01 /- Bonding Company: Address: Building Permit 19 Square Footage: 1/0 Lf No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Phone: 107 (0'8 2 - `t05Z Fax: '4107 (092- 38Y/ E-mail: ►2 Nu��N4R�CtTv�2����uK,N� Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: L _ . Mechanical 0 (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 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 permit is released. Si t re of Owner/Agent Date ap'; ••• ;"`rc• "W O. CORI/IUP * MY COMMISSION t EE 060679 v, EXPIRES: January 31,205 ''fov n�� BotMeO TMu Budge) ►MIarY Scrvioes Owner/Agent is ✓ Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: COMMENTS: Rev 11.08 001/) 1 Signature of Contractor/Agent bati Qt �W-n-ao Ido v-� �s I r� ►�-s Pr��, e � ,' Print Contractor/Agent's Na e S' azure of N tary-State of, Dat Ske".0 gtWlPM 9101C AJenuer:S3HIdX3 61.9090 33 0 NOISSIWWOD AN ' arnm00'°J N7/personally Contractor/Agent is Known to Me or Produced ID Type of ID UTILITIES: ''y WASTEWATER: ENGINEERING: FIRE: BUILDING: Po �9 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Coi i,, 4,,cw�Je(rS, Firm: `jt;c k Gya c -s k Address: Po g otSD SSn City: L„Ice Mary + State: EL- Zip Code: > Z 7 IS Phone: �W 7 103 3 9 Fax: X101 1,77 clry/ Email: ro�-kQ co 6viA;av% Property Address: 13 0 Ct W l f i-, Property Owner: Z4 l► a Mq.- 64, "A Parcel identification Number: 3 5- 16J - Yy - ,50� . o oy c� - o o y G Phone Number: 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) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: — Datum: FIRM Panel Number: /Zg7C o07o F Map Date: q-ZG -Z00% 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: Q floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway ErThe structure is not in the: [E'floodplain ❑ 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: 1—. H w N. S v H N +--T ►N� Date: TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Forrn.doc THIS INSTRUMENT PREPARED BY: Na e: Piet< I�t�V'�t511L ImII�IIla111�QSt���IlA1�AlA aU�lUlllp Address: PD 60X Q S'o$S- WNW WWI C" OF CIRCUIT COURT �-�-KG +'►� �� �' y. I% t_ 3 2 as' SEMINOLE COUNIY State of Florida. 8K 07628 Pg 1337; Qpg) CLERKO S O 201 1096016 RECORDED 09/08/2011 10:51101 AN NOTICE OF COMMENC C7 . J EckeArothtall) Permit Number // a-7,29 a Parcel ID Number (PID) 3-5-- / '� - 3 D `-�0.3 - D O o 6' - o e i-)6 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) L 1= Lel L,TAJO .* C o t.. c oS &05 'To 5, -frh,)f=0-1Z0 P13 J ioer-73 VV. i y- 'T7 S; S i77v e7e 2 9 0 A- L 3 7- 7.7 %. GENERAL DESCRIPTION OF IMPROVEMENT Co S•f2t,"t r f24!5 JOt_e?te?WE;?%-),- JiyerLt✓ 1=if-r>7 ILy !LESf.0tf-AJet-nr OWNER INFORMATION Name and address: J + tl t�J �� G'y N 13 - a1 1./L, . I LI T!Y S ?" S /9, . a rZ O 0 r L -T -2- 7 7 1 Fee Simple Title Holder name and address (if other than owner) CONTRACTOR Name and address: �U ► T -H r i�iJ L3 0 ' L 0 � S', too 13E%X ,5'0 i�s G Lri-Kms'r"/Y,/ % , j,.;7 L 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 and address: �l 6 < t' /a %-� �� � ! o N ` C) Al#z 1 u /J i r`� Q -V G (-e, f°%1% j - .T,3 i -I 0-0. Lr1. KEr -1 13 L V 0 t_ r4 Ki✓ M 17-R 1/0 ►- L 2-2-13 - 7 y 00 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 IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STAT F FLORIDA COUNTY OF SEMINOLE � J L) .A M ►4 tr 6-10"X-) 'OWNPS SIGNATURE'. OWNERS PRINTED NAME "(NOTE: Per Florida Statute 713.13(1) (g), owner must sign.....: and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this 1"-0 day of S ��7�� � vrL , 20 ) U by -) V Lr n IBJ 41:i� 4 0 /V nJ Who is personally known to me Lia Name of person making statement OR who has produced identification ❑ type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES ARUNDER TRIPE TALT ESOOF ST RJUR ,, I DECLARE EDGE ANDTHAT I HAIEF_READ THE FOREGOING AND THAT THE FACCS�STA15D IUOJ SI NATO E OF NATURAL PERSON SIGNING -ABOVE JOHN G. OORVILJ.E * dd� SSION i EE 060679 � t,EXPIROE :January 31, 2015 . - "' O, FY Ilon W TIVU euapea notary Sm= Notary YJARYANNE MORSE CLERK OF CIRCUIT COURT SWNOLE COUNTY, FLORIDA 0 B 2011 PLOT PLAN FOR CORINTHIAN BUILDERS Legal Description Lot 9, FLORIDA LAND AND COLONIZATION CO. LTD. ADDITION TO SOUTH SANFORD, according to the plat thereof as recorded in Plat Book 1, Page 73, of the Public Records of Seminole County, Florida. PERMIT # /i 9Q SITE WJ �y O� UQ �• x tib' N xi- - - - - �'-• j44 -x• --STREET:-- -•- - - x' �. N I �p c x , \Tx titt 89'47'44" 60.Lti� j $E7 /ION t S[f IRON k CAP /3352 O CAP F33M I Z I � � rn to ^' q -•I I m t 2' un .50 p O O O O N �ObN v ITIS ti �00 rn (n O N W 8 N x A0 ou Z (N a x N N rn0 N N O O a O 29' O 23.50' O Z Hoo Z I 8 ��(41 a ry I TYPE "A" o I DRAINAGE I X ��' x ��� ti�� x tip' rouwD IRON ! ; j CAP 0704 N 89'47'44" E 60.00' R s i CITY OF SANFORD - BUILOINS KAN REVIEW 2D 1 O PLANNING NUJ DEE PMENT SERVICES j� APPAOVEO DATE it — SCALE: 1"=30' SURVEY NOTES: 1) The street address of the above-described property is 1309 West 14TH Street. 2) The above-described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Kniaur, Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. 1\1 II1L11 .JVI'1VL 1 111FVt Li.V. R. BLAIR KITNER - P.L.S. NO: 3382 Post Office Box 823, Sanford, Fl. 32772-0823 (407) 322-2000 PROJECT NO: t 1- -Z44. I SURVEY DATE: Era AUGUST Zoll JOB: City of Sanford PERMIT CHECKLIST - Residential 1 3 6G) J Ll 7-H S i r'o ,-z n ITEM NOTES DONE 1 Submittal Requirements form (signed) 2 Permit Application (completed) 3 Tax Roll Info (Property Appraiser) 4 Survey - sealed 2 copies 5 Plans / Construction Dw s - sealed 2 sets 6 Truss Engineering - sealed 2 sets 7 Florida ENERGY Code Forms - signed 3 sets 8 Soil Analysis/Compaction Report 9 Driveway Permit (Engineering Det 10 Notice of Commencement true co 11 Utilities: Utility Availability form (City Water/Sewer) Well Permit Septic Permit -or- Receipt of Application 12 Arbor permit if trees being removed 13 Engineering / Product Approvals 2 sets 2 sets Window Engineering 2 sets Door Engineering Garage Door Engineering 2 sets 14 Workers Com - copy OTHER: 15 City Historic Board approval 16 Homeowners Association approval Board of County Commissioners WORK ORDER SEMINOLE COUNTY FLORIDA Work order Number: 21 Master Agreement No.: CC-2183-07/VFT Dated: December 26, 2007 Master Agreement Title: SHIP Affordable Housing Construction/Reoonstrvdlon Protect Title: SHIP Home Reconstruction at 1309 W 14 Street (Gunn) Contractor: Corinthian Builders, Inc. Address: P.O. Box 950850 Lake Mary, FL 32795-0850 ATTACHMENTS TO THIS WORK ORDER: [X] Scope — Inspection Report "Exhibit A" [X] Addendum —'Exhibit B" [X] Quote Form — "Exhibit C" [X] SHIP Standards —"Exhibit D" METHOD OF COMPENSATION: [X] fixed fee basis [ ] time basis -not -to -exceed [ ] time basis -limitation of funds [X] retainage shall be withheld TIME FOR ODMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described In subsection 14.13 of the General Conditions, within one hundred MW (1201 calendar days after the date when the ContractTime begins to run as provided In subsection 2.2 of the General Conditions. The Work shall be finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within thirty (30) calendar days after the actual date of Substantial Completion. Failure tD meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default WORK ORDER AMOUNT: NINETY-FOUR THOUSAND TWO -HUNDRED SEVENTEEN AND 40LIPODOUARS ($94.217.40). IN AMESS WHEREOF the parties hereto have made and executed this Work Order on this day of 29�L for the purposes stater herein. nth Builders, Inc. By: Richard Kovacsik, President BOARD OF COUM COMMISSIONERS SEMINOLE , FLORIDA Y N t;By: �( "to Ro Hunter, Prorement pervisor W z p Date: ' `� I U_ z� o As authorized by Seddon 3.554 Seminole a County Administrative Code. Z OC #807019 - ON # 566 Work Order—Contracts, Rev 814110 Page I ora Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 d I?ARCV,I-- MTA! DwvID Jo1111 N.,C�RA.A9A s o rJ5 •57 aiJ K l to q 49I 1 ) •� D L PROPERTY APPRA[5ER Sikl r- r1 si a 28A 0.9 T 6 � s SEMM.LEtiC17 FL 12E i 1101E. FIRST$T 8"Irof o, FL 32771-1468 A 74 Td .ti' 41 4L 4a 19 1� 14 ld 407.665-7506 11 ct: :A • „o VALUE SUMMARY 2011 2010 VALUES Working Certified Value Method Cost/Market Cost/Market GENERAL Number of Buildings 1 1 Parcel Id: 35-19-30-503-0000.0090 Depreciated Bldg Value $15,580 $16.982 Owner: GUNN JULIA MAE Depreciated EXFT Value $230 $230 Mailing Address: 1309 W 14TH ST Land Value (Market) $12,558 $12,558 CIty,State,ZipCode: SANFORD FL 32771 Land Value Ag $0 $0 Property Address: 1309 14TH ST W SANFORD 32771 Just/Market Value $28,368 $29,770 Subdivision Name: FLA LAND AND COLONIZATION COS ADD TO SOUTH SANFORD Portablity Ad) $0 $0 Tax District S1-SANFORD Save Our Homes AdJ 1 $9,4881 $11,169 Exemptions: 00 -HOMESTEAD (1994) Amendment 1 Adj 50 $0 Dor: 01 -SINGLE FAMILY Assessed Value (SOH) $18,8801 $18,601 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $18,860 $16,880 $0 (Amendment 1 adjustment Is not applicable to school assessment) Schools $18,880 $18,880 $0 City Sanford $18.880 $16,880 $0 SJWM(Saint Johns Water Management) $18.880 $18,880 $0 County Bonds 1 $18,8801 $18,880 $0 Potential Portability Amount Is $9.488 The taxable values and taxes are calculated using the current years working values and the prior years approved mlllage rates. 2010 VALUE SUMMARY SALES Tax Amount (without SOH): $96 Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: $0 WARRANTY DEED 07/1981 01349 0128 $25,000 Improved Yes Save Our Homes (SOH) Savings: $96 WARRANTY DEED 01/1979 01207 1768 $4,000 Improved Yes 2010 Certified Taxable Value and Taxes Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick FRONT FOOT d DEPTH 60 120 .000 230.00 $12.558 LEG LOT 9 FLA LAND + COL COS ADD TO S SANFORD PB 1 PG 73 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Eat Cost New Buildina 1 SINGLE FAMILY 1930 5 1,024 Sketch 1,190 1,178 SIDING AVG $15,580 $38,951 Appendage / Sgft OPEN PORCH UNFINISHED / 12 Appendage / Sgft ENCLOSED PORCH FINISHED/ 154 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Unita EXFT Value Est Cost New WOOD UTILITY BLDG 1960 96 $230 $576 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ••• If you recently purchased a homesteaded property your next ears property tax will be based on Just/Market value. http://www.scpafl.orglweblre_web.seminole_county_title?parcel=35193050300000090&cp... 4/5/2011 FORM 1100A-08 OFFICE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 1309 W 14th ST Builder Name: CORINNTHIAN BUILDERS Street: 1309 W.14 th ST. Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32771- Permit Number: //- 9� Owner: Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types (1046.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.2 879.28 ft2 b. Frame - Wood, Adjacent R=11.0 167.20 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1104.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 1104 a. Under Attic (Vented) R=30.0 1104.00 ft2 b. N/A R= ft2 7. Windows(125.8 sqft.) Description Area c. N/A R= ft2 a. U -Factor: Dbl, U=0.55 85.04 ft2 SHGC: SHGC=0.60 11. Ducts b. U -Factor. Dbl, U=0.87 40.80 ft2 a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 88 ft2 SHGC: SHGC=0.66 12. Cooling systems c. U -Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor. N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types (1104.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1104.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None Total As -Built Modified Loads: 25.62 Glass/Floor Area: 0.114 PASS Total Baseline Loads: 30.14 1 hereby certify that the plans and specifications covered by Review of the plans and F.1Y4L• S74�, this calculation are in compliance with the Florida Energy specifications covered by this ti0� _ 0�0,�, Code. calculation indicates compliance .. ,.\ with the Florida Energy Code. ����„'' _ a ;°•, u;� O PREPARED BY: ;L!„���" � Before construction is completed DATE: G ^ this building will be inspected for j compliance with Section 553.908 I hereby certify that this building, as designed, i in compliance Florida Statutes. CDU with the Florida Energy Co WL• OWNER/AGENT' BUILDING OFFICIAL: DATE: Rijn DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 8/22/2011 9.17 PM Enprov iallapO I1SA - FlaRPr20M PaoP 1 of .ri FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1309 W.14 th ST. PERMIT #: SANFORD, FL, 32771 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at corners; utility penetrations; between wall panels & top/boftom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.B.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. DUCTS — Supply — — Return — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 88 ft2 Attic 55.2 ft2 Default Leakage Garage (Default) (Default) % TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling Jan Feb [X] Mar X A r X Ma X Jun ]]Jul X]JultX]Aug[X]Sep X] Au [X] Se Oct X Nov XDec Heatin1XI XJan � Feb F [X] Mar �X� �X1 Jun f r jOcctt JXJ Nov DecVenting X Jan Feb X Mar Apr May lXIJun [X Jul X Aug X Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 DOORS # Ornt Door Type Storms U -Value Area 1 S=>W Insulated None 0.460000 20.40000 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). V # Ornt Frame Overhang Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S=>W Metal 2 W=>N Metal 3 W=>N Metal 4 E=>S Metal 5 N=>E Metal 6 N=>E Metal 7 N=>E Metal Double (Clear) Yes 0.55 0.6 N 18 ft2 8 ft 0 in 1 ft 0 in Double (Clear) Yes 0.55 0.6 N 13 ft2 1 ft 0 in 1.4 ft 0 in Double (Clear) Yes 0.55 0.6 N 5.199999 1 ft0 in 1.4 ft 0 in Double (Clear) Yes 0.55 0.6 N 26 ft2 1 ft 0 in 1.4 1110 in Double (Clear) Yes 0.55 0.6 N 17.63999 1 ft 0 in 1.6 ft 0 in Double (Clear) Yes 0.55 0.6 N 5.199999 1 ft 0 in 1.6 ft 0 in Double (Clear) Yes 0.87 0.66 N 40.80000 1 ft0 in 1.6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None INFILTRATION & VENTING V Method - Forced Ventilation - Run Time SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1042 7.08 57.2 107.6 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Through the Wall(Split) SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump Through the Wall(Split) HSPF: 7.7 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Cert # Company Name System Model # Collector Model # Area None None ft2 Storage Volume FEF PROJECT Title: 1309 W 14th ST Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1104 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: CORINNTHIAN BUILDERS Rotate Angle: 90 Street: 1309 W.14 th ST. Permit Office: SANFORD Cross Ventilation: County: SEMINOLE Jurisdiction: 691500 Whole House Fan: City, State, Zip: SANFORD , Family Type: Single -family FL, 32771- New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 141.2 ft 0 1104 ft2 1 0 0 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1196 ft2 0 ft= Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1104 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1104 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 S=>W Exterior Concrete Block - Ext Insul 4.2 56.88000 0 0 0.75 2 W=>N Exterior Concrete Block - Ext Insul 4.2 379.2000 0 0 0.75 3 E=>S Exterior Concrete Block - Ext Insul 4.2 302.3999 0 0 0.75 4 N=>E Exterior Concrete Block - Ext Insul 4.2 140.8000 0 0 0.75 5 S=>W Garage Frame - Wood 11 95.19999 0.23 0.01 6 E=>S Garage Frame - Wood 11 72 ft2 0.23 0.01 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.55 SHGC: SHGC=0.60 b. U -Factor. Dbl, U=0.87 SHGC: SHGC=0.66 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: e. U -Factor: N/A SHGC: 1309 W.14 th ST., SANFORD, FL, 32771 - New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.2 879.28 W b. Frame - Wood, Adjacent R=11.0 167.20 ft2 1 c. N/A R= ft' 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area 1104 a. Under Attic (Vented) R=30.0 1104.00 ft2 b. N/A R= ft2 Area c. N/A R= ft2 85.04 W 11. Ducts 40.80 ft2 a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 88 ft= ft2 ft2 ft2 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1104.00 ft2 b. N/A R= ft2 c. N/A R= ft2 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant feature Builder Signature: Date: q Address of New Home: / j p o) va. 1 4 TIN S• City/FL Zip: 3 -Z-'7 7 Cap: 24.0 kBtu/hr SEER: 14 Cap: 24.0 kBtu/hr HSPF: 7.7 Cap: 50 gallons EF: 0.92 None 0X THE srgr� *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "'Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: 1309 W.14 th ST. 1309 W 14th ST SANFORD, FL 32771- 8/22/2011 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46 r. Window total 126 .Humidity Winter design temperature(MJ8 99%) 38 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 18 F Total heatina load calculation 16617 Btuh Total cooling load calculation 15784 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 144.4 24000 Sensible (SHR = 0.75) 137.1 18000 Heat Pump + Auxiliary(O.OkW) 144.4 24000 Latent 226.1 6000 cfm 0 Btuh Total Electric Heat Pum 152.1 24000 WINTER CALCULATIONS Winfor Hoafinn I n2d ffnr 11nd cnfil Load component Load Load Window total Window total 126 sqft 2633 Btuh Wall total 900 sqft 3546 Btuh Door total 20 sqft 300 Btuh Ceiling total 1104 sqft 1125 Btuh Floor total 1104 sqft 5332 Btuh Infiltration 74 cfm 2584 Btuh Duct loss Sens. Ventilation 0 cfm 1098 Btuh Subtotal 0 16617 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiltration) 16617 Btuh Summer Cnnlinn I narl ffnr 11 n snftl a,asp%) wo (1 e%) 000rs(2%) Fbor6(32%) SUMMER CALCULATIONS Load component Load Window total 126 sqft 5230 Btuh Wall total 900 sqft 1615 Btuh Door total 20 sqft 272 Btuh Ceiling total 1104 sqft 1512 Btuh Floor total 0 Btuh Infiltration 59 cfm 1163 Btuh Internal gain 1660 Btuh Duct gain 1679 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 13130 Btuh Latent gain(ducts) 417 Btuh Latent gain(infiltration) 1837 Btuh Latent gain (ventilation) 0 Btuh Latent gain(internal/occupants/other) 400 Btuh Total latent gain 2654 Btuh TOTAL HEAT GAIN 15784 Btuh 1MndOws(7 6%) %) lelwt trterrolp%) W. DuGs(7 3%) nic(t Doors(2%) Wess(to%) ndows(33%) S(io%> EnergyGaugeV Sy Si{� —1 PREPARED BY: Y . `�U DATE: EnergyGaugeO / USRFZB v2.8 Residential Window Diversity MidSummer Project Title: 1309 W.14 th ST. 1309 W 14th ST SANFORD, FL 32771- 8/22/2011 `�'�� s��d%at?^' �. , : � -..Y •Ti e�. ;.:, �. ..:".. •.� "', r'.`. �.:+..; � ' �' ' �g ri � r "alp; 't. 7 •�:1M- :.1Neather,data,for;sSanford :,Defaults .�✓J.� , r. �..��.. .r.. .i. •r. �w:.n, •=EFo;;• :r'-. 'a•• _i. ,r.,y •sem. Summer design temperature 93 F Average window load for July 3756 Btuh Cooling setpoint 75 F Peak window load for July 6202 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 4883 Btuh Latitude 28.78 North Window excursion Jul 1319 Btuh WINDOW Average and Peak Loads 6000.00 5000.00 Limit for excursion L 4000.00 12 Hour Average m 0 J S 3000.00 0 c 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 6 p.m. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge® Sys m Si . for Flod`a re idences only PREPARED BY: `- `�1y DATE: — Z EnergyGauge®/ USRFZB v2.8 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 1309 W.14 th ST. 1309 W 14th ST SANFORD, FL 32771- Building Type: User 8/22/2011 Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 32.0 F (MJ8 99%) o"��'�'•�il"i,?n'!.- - N••. 'f.."�.:Y� . y�. .� .•,;�; ,.,-t: .J• a 1'�'H"i'+ •• ` �. h"a. , ` , • �� f.. ,: a• , ., 4 ��. 'Componen-t7 �oads,;for WholeEHouse ?mss'!!" ''x�';!.�` t•...::' .r% d :,.�: �'. ;�; u;,:.. �Y..'b'X`iR 7i'.i���rP. 'T?� •�� �..N, {;.li S, .s . , n• 'ii b•,•11 •.•'�.... q�•�I}.f �. !'.. - •.�; .�Y rfg u.. ri'.��i a Window PaneslType Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.60 Metal 0.55 W 18.0 17.6 317 Btuh 2 2, NFRC 0.60 Metal 0.55 N 13.0 17.6 229 Btuh 3 2, NFRC 0.60 Metal 0.55 N 5.2 17.6 92 Btuh 4 2, NFRC 0.60 Metal 0.55 S 26.0 17.6 458 Btuh 5 2, NFRC 0.60 Metal 0.55 E 17.6 17.6 310 Btuh 6 2, NFRC 0.60 Metal 0.55 E 5.2 17.6 92 Btuh 7 2, NFRC 0.66 Metal 0.87 E 40.8 27.8 1136 Btuh Window Total 125.8 s ft 2633 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.130) 4.2/0.0 18 4.14 77 Btuh 2 Conc Blk,Hollow - Ext (0.130) 4.2/0.0 361 4.14 1496 Btuh 3 Conc Blk,Hollow - Ext (0.130) 4.2/0.0 276 4.14 1146 Btuh 4 Conc Blk,Hollow - Ext (0.130) 4.2/0.0 77 4.14 320 Btuh 5 Frame - Wood - Adj (0.095) 11.0/0.0 95 3.04 289 Btuh 6 Frame - Wood - Adj (0.095) 11.0/0.0 72 3.04 219 Btuh Wall Total 900 s ft 3546 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.460) 20 14.7 300 Btuh Door Total 20 s ft 3006tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1104 1.0 1125 Btuh Ceilinq Total 1104 s ft 11256tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 141.2 ft(perim.) 37.8 5332 Btuh Floor Total 1104 s ft 5332 Btuh Envelope Subtotal: 12935 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Natural 0.50 8832 1.00 73.6 2584 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Aft) (DLM of 0.071) 1098 Btuh All Zones Sensible Subtotal All Zones 16617 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 1309 W.14 th ST. 1309 W 14th ST SANFORD, FL 32771- Building Type: User 8/22/2011 r ,'•^S: �Jr r" �Ns;q'., 4�:Je• b• �. ,.. ,.• l,. ,n :.a . •' .il�.• HOLE:HOUSE'TQTjAL�$`,�'��r` '' art''�t:,;ce?�`�:�'•'.,_�f,;�x,,, ; •;,.� ,�r.i- .•'t;;�'X "'�'`:,':•'�,;;'•��`w.:;i~ ': . 's,:4. .:.r'ee Sh: ::J �'I.'�..d ••,'.'!�,• .}. y3 •� `7: '�,. .�'' :�,. �: _ .A!..f4 •i->. r'. Subtotal Sensible Heat Loss 16617 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 16617 Btuh .i:•c •!q•Y- •:nl`'"�•j'�•+:'..'a. .:rv�~.:4f�i.�k�41i,,�S'"(' '+'.:-'• •.i..y; �" �i-•- !'�i°>' '/�"� •tr. •�'ea:^"'t"i -..:{.",••.- iEQUIPMEIVT';:i '.�;:�•.. :�� ,,,�€.,�:„ ;�'� ,;• ,, ,..' �,'Y, ;'` I f� �%` ` .4%, m ✓ A 6}t rCz' ., f, c�r'.1 �: :ar*�'•' Ho' 3`"':,',. ;h '�� .ce'j . ij•- ' i R >7Een"711d s .4 1FSe w r�i� .f s 1. Electric Heat Pump TEMPSTAR #FEM4P2400A 24000 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Summer Residential Load - Whole House 1309 W.14 th ST. SANFORD, FL 32771 - Reference City: Sanford, FL Project Title: 1309 W 14th ST Component Details 8/22/2011 Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 46gr. .+.r; ;''•irk' �rY`' ' , Com ''`2'i•Ar;4';%ai,• ..:..; �yw4%� - `:':a�•�%'�F:j','i. a•T:�;:,.�%,; -, •}"•'=.w,.:iY;;si'.�,` ^i y{�j � ::.'�:3'�. �:f' .le;•' '.µ�•� '•y�.>. .,,,.. onent`1, a"ds;forWhole House • '; ►' ,� " ' t.,..t .� ,.,,�v;�,_` ;:. s=.,,: J� ; v; .nrr• P..p. �:a,� •, .:�. ? :'��>, y• .,:;a, �°'r:• ;.. ?, w S'r'i �le Y,; j'D. _ 41N '��N.�Y,yv ,•.�'ia'•1v:, r.. . ,. V. ~i f '. w. .M.r' �1tD'••l. '� �w .r4�. .rig ^ EnergyGauge® / USRFZB v2.8 Page 1 Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.60, 0.55 B -L No W 8.Oft 1.0ft 18.0 16.9 1.1 15 41 294 Btuh 2 2 NFRC 0.60, 0.55 B -L No N 1.0ft 1.4ft 13.0 0.0 13.0 15 15 192 Btuh 3 2 NFRC 0.60, 0.55 B -L No N 1.0ft 1.4ft 5.2 0.0 5.2 15 15 77 Btuh 4 2 NFRC 0.60, 0.55 B -L No S 1.0ft 1.4ft 26.0 26.0 0.0 15 18 384 Btuh 5 2 NFRC 0.60, 0.55 B -L No E 1.0ft 1.6ft 17.6 0.0 17.6 15 41 721 Btuh 6 2 NFRC 0.60, 0.55 B -L No E 1.Oft 1.6ft 5.2 0.0 5.2 15 41 213 Btuh 7 2 NFRC 0.66, 0.87 B -L No E 1.0ft 1.6ft 40.8 0.0 40.8 21 50 2030 Btuh Excursion 1319 Btuh Window Total 126 sgft 5230 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow - EM 0.13 4.2/0.0 18.5 1.8 34 Btuh 2 Concrete Blk,Hollow - Ext 0.13 4.210.0 361.0 1.8 655 Btuh 3 Concrete Blk,Hollow - Ext 0.13 4.2/0.0 276.4 1.8 501 Btuh 4 Concrete Blk,Hollow - Ext 0.13 4.2/0.0 77.2 1.8 140 Btuh 5 Frame - Wood - Adj 0.09 11.0/0.0 95.2 1.7 163 Btuh 6 Frame - Wood - Adj 0.09 11.0/0.0 72.0 1.7 123 Stuh Wall Total 900 (sgft) 1615 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.4 13.3 272 Btuh Door Total 20 sgft 272 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.010.0 1104.0 1.37 1512 Btuh Ceiling Total 1104 (s ft) 1512 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1104 (ft -perimeter) 0.0 0 Btuh Floor Total 1104.0 s ft 0 Btuh Envelope Subtotal: 8628 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.40 8832 900 73.6 1163 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 11911 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.147) 1679 Btuh Sensible Load All Zones 13590 Btuh EnergyGauge® / USRFZB v2.8 Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: G / / Documented Construction Value: $ 6�5-p y Job Address: 126) / K/ ma ST Historic District: Yes ❑ Noa: Parcel ID• Zoning: Description of Work: AIG% 2,17 ,✓ /f,J ec r %�� w.4 r_1e1cj4 ,,,v t� Plan Review Contact Person: M4A'(e_' /-?o cn^j Title: Phone: 67- 11,0,Z - ?.3 L 0— Fax: E-mail: Property Owner Information Name GvwN Phone: Street: .1309' w Resident of property? : ( Ov s) City, State Zip: Sti� lC/ 3 -L.7 - r Contractor Information Name A ou. o (i /l✓ c Street: /0' g6k.. 3 S— City, State Zip: G 4e-,-- Fl 3_77_3 Name: Street: City, St, Zip: Bonding Company: Address: Phone: C/,D 7 ` ieo 2 - r,? 6 2 Fax: State License No.: C'4 no C/ 3 9 70 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: `PERMIT INFORMATION Building Permi Square Footage: Construction Type: No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Flood Zone: Mechanical ,b (Duct layout required for new systems) Plumbing 0 No. of Stories: 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 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, beaters, 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 permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Contractor/Agent Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 IaI,�3 I�Jttu '90 C/7a N Print Contractor/Agent's Name %k 0�- SipnaturcV1AWLmmL- tatsofFlorida Date -;?o:•p` 4,1 • . �= DEBBIE BLANTON Notary Public -Slate of Florida :' • • • �'.,'Fo«Vd►�°•' My Comm. Expires Feb 25, 2015 Commission rY EE 601E2 Bonded TDrougb National Notary Assn. Contractor/Agent is Persona Produced ID Type of ID WASTE WATER: BUILDING: to Me or 1_1allel/L-, A M&B AIR SERVICE, LLC December 27, 2011 ATTENTION: RICK, CORINTHIAN BUILDERS 407-403-5658 REFERENCE: MODEL 1104 1309 W. 14 th ST. SANFORD M&B AIR SERVICE, LLC PROPOSES TO FURNISH THE MATERIAL AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. PLEASE NOTE TO FOLLOWING JOB QUALIFICATIONS: WORK SCOPE BASED ON BLUE PRINT PROVIDED WORK SCOPE BASED ON CURRENT MECHANICAL CODE. AIR CONDITIONING UNITS ARE TO BE TEMPSTAR 14 SEER MODELS. 410A 1- 2 TON AIR HANDLER FXM4X2400 1- 2 TON HEAT PUMP CONDENSER N4H324ABK 1- 5 KW ELECTRIC HEAT STRIP--- BREAKER 1- DIGITAL THERMOSTAT DUCT WORK AND VENTING LOW VOLTAGE WIRING TO UNITS. REFRIGERANT AND CONDENSATE DRAIN LINES ENERGY CALCULATIONS OUTSIDE CONDENSER UNIT PADS BY OTHERS. CITY PERMIT 1 YEAR WARRANTY LABOR, 10 YEAR PARTS FROM MANUFACTURE TOTAL: $4500.00 PAY SCHEDULE AS FOLLOWS 60% ROUGH IN & 40% TRIM ROUGH IN AND CHANGE MUST BE PAID IN FULL PRIOR TO START OF TRIM PAYMENTS ARE NET 15 DAYS AND CHANGE ORDERS NET 7 DAYS ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS. BID PRICING SUBJECT TO CHANGE AFTER 120.DAYS, DUE TO RISING MATERIAL COST. THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS. PLEASE SIGN BELOW AND RETURN TO AUTHORIZE WORK AND ACCEPTANCE OF OUR PROPOSAL. THANK YOU SIN ERE MARK B LTON APPROVED BY: DATE PO BOX 35 GENEVA,FL. 32732 407-402-9:362 CA C04:3970 lZ U�V--PD ' FEB 13 2012 REVISION PERMIT # t l — 9► a.4 a- DATE T:; --b 13 l! a - PROJECT ADDRESS 1309 y 6t", -,t CONTRACTOR L..`� -Ill ih acv.- fi3i' ldt e � 1r1 C_ -4trl 'qo3 - S�v5�3 of-f2%-U— PHONE# 3a% 3-1-1 032aicroi FAX# 44z,`7 — 3.-D --I- R(r,4 1 CONTACT PERSON �t� kn L L I� . DESCRIPTION OF REVISION e UTILITY DEPT FIRE PREVENTION PLANNING BUILDING PERMIT # zZQ� FORM 1100A-08 SITE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Model 1104 Builder Name: CORINNTHIAN BUILDERS Street: .1309 W.14 th ST. Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32771- Permit Number. (i _ 2 2 1 Z Owner: Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types (1046.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 879.28 ft' b. Frame - Wood, Adjacent R=11.0 167.20 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1104.0 sqft.) Insulation Area 6. Conditioned floor area (ft) 1104 a. Under Attic (Vented) R=30.0 1104.00 ft' b. N/A R= ft' 7. Windows(125.8 sqft.) Description Area c. N/A R= ft' a. U -Factor. Dbl, U=0.55 85.04 ft' SHGC: SHGC=0.60 11. Ducts b. U -Factor: Dbl, U=0.87 40.80 ft' a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 88 ft' SHGC: SHGC=0.66 12. Cooling systems c. U -Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14.5 d. U -Factor. N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor. N/A ft' HSPF:8 SHGC: 14. Hot water systems 8. Floor Types (1104.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1104.00 ft' EF: 0.92 b. N/A R= ft3 b. Conservation features c. WA R= ft° None 15. Credits None Total As -Built Modified Loads: 25.25 Glass/Floor Area: 0.114 PASS Total Baseline Loads: 30.14 I hereby certify that the plans and specifications covered by Review of the plans and THE ST4,, this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance O� `'r�,� I with the Florida Energy Code. nnrr�••4 .:°:= `O PREPARED Y: _ _ _ • �% �N Before construction is completed DATE: - - y ar this building will be inspected for O a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COU WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 7n u7n17 1.4x1 PM FnarovrialloPd0 1ISA - FlaRP-20nR Pana 1 of 5 PROJECT Title: Model 1104 Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1104 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: CORINNTHIAN BUILDERS Rotate Angle: 0 Street: .1309 W.14 th ST. Permit Office: SANFORD Cross Ventilation: County: SEMINOLE Jurisdiction: 691500 Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, 32771- New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 75 70 677 44 Medium FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 141.2 ft 0 1104 R' 1 0 0 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1196 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1104 ft= N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1104 f12 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 S Exterior Concrete Block - Ext Insul 4.1 56.88000 0 0 0.75 2 W Exterior Concrete Block - Ext Insul 4.1 379.2000 0 0 0.75 3 E Exterior Concrete Block - Ext Insul 4.1 302.3999 0 0 0.75 4 N Exterior Concrete Block - Ext Insul 4.1 140.8000 0 0 0.75 5 S Garage Frame - Wood 11 95.19999 0.23 0.01 6 E Garage Frame - Wood 11 72 ft2 0.23 0.01 DOORS # Ornt Door Type Storms U -Value Area 1 S Insulated None 0.460000 20.40000 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Ornt Frame Overhang Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 S Metal W Metal W Metal E Metal N Metal N Metal N Metal Double (Clear) Yes 0.55 0.6 N 18 ft' 8 ft 0 in 1 ft0 in Double (Clear) Yes 0.55 0.6 N 13 W 1 ft 0 in 1.4 ft 0 in Double (Clear) Yes 0.55 0.6 N 5.199999 1 ft 0 in 1.4 ft 0 in Double (Clear) Yes 0.55 0.6 N 26 W 1 ft 0 in 1.4 ft 0 in Double (Clear) Yes 0.55 0.6 N 17.63999 1 ft0 in 1.6 ft 0 in Double (Clear) Yes 0.55 0.6 N 5.199999 1 ft0 in 1.6 ft 0 in Double (Clear) Yes 0.87 0.66 N 40.80000 1 ft0 in 1.6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None INFILTRATION & VENTING V Method - Forced Ventilation - Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1042 7.08 57.2 107.6 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft= 64 ft a ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Through the Wall(Split) SEER: 14.5 24 kBtu/hr 720 cfrn 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump Through the Wall(Split) HSPF: 8 24 kStu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Cert # Company Name System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS — Supply — — Return — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 88 W Attic 55.2 ft' Default Leakage Garage (Default) (Default) % TEMPERATURES Programable[ Thermosta[[tXX: N Ceiling Fans: Heat ng Jan Feb Mar Ap �X] Jul [X] Aug [�X(]] Sep Oct Nov Dec [X] (X� rj] l Rj A May JRI un RI [X] �(] O Nov D [Xj Jan [X Feb ) Mar pr X Jun [[XX] Jul [X] Aug [Xj Sep ltd^1 X cVenting X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 88 PM 68 68 68 68 68 68 68 68 68 68 68 68 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: .1309 W.14 th ST. PERMIT #: SANFORD, FL, 32771 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows &Doors N1106.A6.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfim/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools &N1112.AB.2.3 between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.13.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & Y from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTSSECTION REQUIREMENTS CHECK Water Heaters7Spas N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat traprequired. Swimming Pools &N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.13.1.1 sides. Common ceiling & floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. .1309 W.14 th ST., SANFORD, FL, 32771- 1. New construction or existing New (From Plans) 9. Wall Types Insulation 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 b. Frame - Wood, Adjacent R=11.0 3. Number of units, if multiple family 1 c. N/A R= 4. Number of Bedrooms 3 d. N/A R= 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Dbl, U=0.55 SHGC: SHGC=0.60 b. U -Factor: Dbl, U=0.87 SHGC: SHGC=0.66 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: e. U -Factor: N/A SHGC: No 10. Ceiling Types Insulation 1104 a. Under Attic (Vented) R=30.0 b. N/A R= Area c. N/A R= 85.04 ft' Area 879.28 ft' 167.20 ft' ft' ft' Area 1104.00 ft' ft' Ila 11. Ducts 40.80 ft' a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 88 ft' 12. Cooling systems ft' a. Central Unit Cap: 24.0 kBtu/hr SEER: 14.5 ft' 13. Heating systems ft' a. Electric Heat Pump Cap: 24.0 kBtu/hr HSPF: 8 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1104.00 ft' b. N/A R= ft' c. N/A R= ft' 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.92 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: eTHE SrA i r� ®�uD WE 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 a° Residential System Sizing Calculation Summary Project Title: .1309 W.14 th ST. Model 1104 SANFORD, FL 32771- 2/13/2012 Location for weather data: Sanford, FL - Defaults: Latitude(28.78) Altitude(89 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46 r. Window total 126 Winter design temperature(MJ8 99%) 38 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 18 F Total heating load calculation 16657 Btuh Total cooling load calculation 13647 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 144.1 24000 Sensible (SHR = 0.75) 163.7 18000 Heat Pump + Auxiliary(O.OkW) 144.1 24000 Latent 226.1 6000 cfim 0 Btuh Total Electric Heat Pum 175.9 24000 Wintar Hoatinn I nad (fnr 11 n cnftl WINTER CALCULATIONS Dum(7%) Load Load component Load Window total Window total 126 sqft 2633 Btuh Wall total 900 sqft 3586 Btuh Door total 20 sqft 300 Btuh Ceiling total 1104 sqft 1125 Btuh Floor total 1104 sqft 5332 Btuh Infiltration 74 cfm 2584 Btuh Duct loss Sens. Ventilation 0 cfm 1098 Btuh Subtotal 0 16657 Stuh Ventilation 0 cfim 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(infiftration) 1 16657 Stuh 000re(2%) varwowt(, e%) ceorge(7%) FIM a(M%) SUMMER CALCULATIONS Summar Cnnlinn 1 and (fnr 11 n tnm Load component Load Window total 126 sqft 3268 Btuh Wall total 900 sqft 1632 Btuh Door total 20 sqft 272 Btuh Ceiling total 1104 sqft 1512 Btuh Floor total 0 Btuh Infiltration 59 cfm 1163 Btuh Internal gain 1660 Btuh Duct gain 1486 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 10993 Btuh Latent gain(ducts) 417 Btuh Latent gain(infiftration) 1837 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupants/other) 400 Btuh Total latent gain 2654 Btuh TOTAL HEAT GAIN 13647 Btuh MflNI1RL J L41are YterrOK3%) Irt-GOV02%) Dues.(,.%) h,- (22%) v*X*WS(24%) ce.gt(„%) NPF- vis(, 2%) Doore(2%) EnergyGauge® System/�jzing� /J / PREPARED BY: ! ` *'41-E,r DATE: L EnergyGauge® / USRFZB v2.8 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: .1309 W.14 th ST. Model 1104 SANFORD, FL 32771- Building Type: User 2/13/2012 Reference City: Sanford, FL (Defaults) Winter Temperature Difference: 32.0 F (MJ8 99%) Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.60 Metal 0.55 S 18.0 17.6 317 Btuh 2 2, NFRC 0.60 Metal 0.55 W 13.0 17.6 229 Btuh 3 2, NFRC 0.60 Metal 0.55 W 5.2 17.6 92 Btuh 4 2, NFRC 0.60 Metal 0.55 E 26.0 17.6 458 Btuh 5 2, NFRC 0.60 Metal 0.55 N 17.6 17.6 310 Btuh 6 2, NFRC 0.60 Metal 0.55 N 5.2 17.6 92 Btuh 7 2, NFRC 0.66 Metal 0.87 N 40.8 27.8 1136 Btuh Window Total 125.8 s ft 2633 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 18 4.20 78 Btuh 2 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 361 4.20 1516 Btuh 3 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 276 4.20 1161 Btuh 4 Conc Blk,Hollow - Ext (0.131) 4.1/0.0 77 4.20 324 Btuh 5 Frame - Wood - Adj (0.095) 11.0/0.0 95 3.04 289 Btuh 6 Frame - Wood - Adj (0.095) 11.0/0.0 72 3.04 219 Btuh Wall Total 900 s ft 3586 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, n (0.460) 20 14.7 300 Btuh Door Total 20 s ft 3006tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1104 1.0 1125 Btuh Ceilina Total 1104 s ft 11256tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 141.2 ft(perim.) 37.8 5332 Btuh Floor Total 1104 s ft 5332 Btuh Envelope Subtotal: 12975 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Natural 0.50 8832 1.00 73.6 2584 Btuh Duct load Average sealed, R6.0, Supply(Aft), Retum(Att) (DLM of 0.071) 1098 Btuh All Zones Sensible Subtotal All Zones 16667 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: .1309 W.14 th ST. Model 1104 SANFORD, FL 32771- Building Type: User 2/13/2012 Subtotal Sensible Heat Loss 16657 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 16657 Btuh 1. Electric Heat Pump TEMPSTAR #FEM4P2400A 24000 Btuh71 Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or, Glass as 'Clear or Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (Manual) Heat Transfer Multiplier) EnergyGauge® / USRFZB v2.8 Page 2 Residential Window Diversity MidSummer Project Title: .1309 W.14 th ST. Model 1104 SANFORD, FL 32771- 2/13/2012 Summer design temperature 93 F Average window load for July 3159 Btuh Cooling setpoint 75 F Peak window load for July 4012 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 4106 Btuh Latitude 28.78 North I Window excursion Jul None 4000.00 3000.00 L 7 V O O J 0 2000.00 1000.00 0.00 WINDOW Average and Peak Loads for 1 12 Hour a.m. 10 12 2 pm. 4 p.m. 6 p.m. 8 p.n a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® Sys m Sizjgg for Florida sidenoes only PREPARED BY: DATE: aw EnergyGauge® / USRFZB v2.8 System Sizing Calculations - Summer Residential Load - Whole House .1309 W.14 th ST. SANFORD. FL 32771 - Reference City: Sanford, FL Project Title: Model 1104 Component Details 2/13/2012 Temperature Difference: 18.0F(MJ8 99%) Humidity difference: 46gr. EnergyGaugeO / USRFZB v2.8 Page 1 Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross ShadedUnshaded Shaded Unshaded 1 2 NFRC 0.60, 0.55 B -L No S 8.Oft 1.0ft 18.0 18.0 0.0 15 18 266 Btuh 2 2 NFRC 0.60, 0.55 B -L No W 1.Oft 1.4ft 13.0 0.0 13.0 15 41 532 Btuh 3 2 NFRC 0.60, 0.55 B -L No W 1.0ft 1.4ft 5.2 0.0 5.2 15 41 213 Btuh 4 2 NFRC 0.60, 0.55 B -L No E 1.0ft 1.4ft 26.0 0.0 26.0 15 41 1063 Btuh 5 2 NFRC 0.60, 0.55 B -L No N 1.0ft 1.6ft 17.6 0.0 17.6 15 15 261 Btuh 6 2 NFRC 0.60, 0.55 B -L No N 1.0ft 1.6ft 5.2 0.0 5.2 15 15 77 Btuh 7 2 NFRC 0.66, 0.87 B -L No N 1.0ft 1.6ft 40.8 0.0 40.8 21 21 858 Btuh Window Total 1 1 126 (sqft) 3268 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow - Ext 0.13 4.1/0.0 18.5 1.8 34 Btuh 2 Concrete Blk,Hollow - Ext 0.13 4.1/0.0 361.0 1.8 663 Btuh 3 Concrete Blk,Hollow - Ext 0.13 4.1/0.0 276.4 1.8 508 Btuh 4 Concrete Blk,Hollow - Ext 0.13 4.1/0.0 77.2 1.8 142 Stuh 5 Frame - Wood - Adj 0.09 11.0/0.0 95.2 1.7 163 Btuh 6 Frame - Wood - Adj 0.09 11.0/0.0 72.0 1.7 123 Btuh Wall Total 900(sqft) 1632 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.4 13.3 272 Stuh Door Total 20 (sqft) 272 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1104.0 1.37 1512 Btuh Ceiling Total 1104 (sqft) 1512 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1104 (ft -perimeter) 0.0 0 Btuh Floor Total 1104.0 (sqft) 0 Btuh Envelope Subtotal: 6685 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.40 8832 900 73.6 1163 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 1200 2120 Btuh Sensible Envelope Load: 9967 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.156) 1486 Btuh Sensible Load All Zones 11453 Stuh EnergyGaugeO / USRFZB v2.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_ORLANDO SANFORD AIRPOR .1309 W.14 th ST. Model 1104 SANFORD, FL 32771- 2/13/2012 1. Central Unit TEMPSTAR #N41-1324 24000 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) MRKIJIIL J EnergyGauge® / USRFZB v2.8 Page 2 Sensible Envelope Load All Zones 9507 Btuh Sensible Duct Load 1486 Btuh Total Sensible Zone Loads 10993 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 10993 Btuh Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 1837 Btuh Latent ventilation gain 0 Btuh Latent duct gain 417 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 2654 Btuh TOTAL GAIN 13647 Stuh 1. Central Unit TEMPSTAR #N41-1324 24000 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Omt - compass orientation) MRKIJIIL J EnergyGauge® / USRFZB v2.8 Page 2 SITE PERMIT # � — a Technical Representative Address/Phone/Email 1 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE U Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted fmtessionai Aeguiation Date Validated 04/27/2009 Date Pending FBC Approval 04/29/2009 Nter 06/09/2009 mcg D"ivieO SCIS Home Log In ' User Registration 1 Hot TOPICS Submit Surcharge I Stats m Fans ; Publications i FSC Stall SCIS Site Map Links Search BusinesObProduct Professional *PubliU / dw Regulation product Approval Menu > Product or Application Sea rrb > Application List > Application Detail F •. FL # FL11956-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email 1 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE U Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/27/2009 Date Validated 04/27/2009 Date Pending FBC Approval 04/29/2009 Date Approved 06/09/2009 Year 2005 FSU` rnrnary of Products FL # Model, Number or Name Description 11956.1 420/42P/430/43P/440/44P 182 x 96 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11956 R1 C CAC APC 420-430-440 SGD Dec 08.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/26/2012 Design Pressure: +25/-25 Installation Instructions Other: SD -R25 FL11956 RI II 420-430-440 SGD Taocon Instr - Fastener Schedule.Ddf Verified By: American Architectural Manufacturers I Association Created by Independent Third Party: j Evaluation Reports Created by Independent Third Pa E 11956.2 420/42P/430/43P/440/44P 146x96 Pocket frame and regular frame. Aluminum Sliding Glass Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 111 C CAC APC 420 -42P -430 -43P -440-44P PD , OXX 146x96 LC40 86109.03-109-47.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 12/10/2012 Other: LC -40 Installation Instructions FL11956 R1 II Installation Instructions - 420 OXX 146 x 96 AS TESTED. df ; Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11956.3 420/42P/430/43P/440/44P 182 x 80 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 R1 C CAC APC 420 -42P -430 -43P -440-44P PD Approved for use outside HVHZ: Yes OXX 182x80 R35 86109.04-109-47.0f I Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 12/10/2012 Other: SD -R35 Installation Instructions FL11956 RI II Installation Instructions - 420 OXX 182 x 80 AS TESTED.Ddf Verified By: American Architectural Manufacturers i Association Created by Independent Third Party: Evaluation Reports Created bX Independent Third Party: I Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Coovrioht 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.n.us. Product Approval Accepts: ® 075? mg, 0 u d jxcuriu•.nnurr V r u.. . � oal,✓.w.,•o.>..;.e✓,.r..nmmuoy �.nromo n✓,moul T—� t e`e 1 0 e� q nm comm . .mmm- .mm fir I,L 171C �✓,n.nnn..Mny1 .OP=9bP�mOa =�1u P� Oi�nO.�• p � GI�O61 + q J =�q� n.gmn.,.m •nn ON wre= •nn�n✓+e=bn�ma� I7<?�oin,mmnn. ,.+r.»mm� N✓,nu++rnn nc,mncr ��\ lZI. II �.'.�? t�3 E d`t��os'me 8�881P' \\• v rw ,u xxx rxx rx ,ex x.. .>..cx,c f ^r ,-�•nonan�u:!iow', :imtio o:nr:yn,.°.'.^� ]u ��1_ r�no•..u.nm_ m -u. o.ne 1 KY. x%n ✓r< +R vif`iK% vvrty v� 000dood° o0 00 � N yodaddd 000000� '�i•.��x"00000q VtnzwT at RIP K Z < n $W 2 W +.i C b ✓.N N A q t -'1g . V ;V 1 m i.: �o a�3 uafc a.. m�EsY d;° x s� t•�i�c 'o K Z < n $W 2 W +.i C b ✓.N N A q t -'1g s V i.: .1 =ONCK iE OR . -��A.SONP, Y OPENING OTrF.RS \ ONE e `' wOOD OTHERS \ BUC%: BY O?HtRS r'ERS Pc'Rim-TER CAULK J FY OTHERS GLAZING — (SEE NOTES) �Y.lER1�R 1 LIBERALLY APPLY CAULKING — •JI.DER SILL OR SET SILL Ili BED OF CONCREIE CONCRETE OR -- MASONRY MASONRY OPENING BY OTHERS INSTALLATION ANC -I OR INS T ALLA 11ON ANCHOR SHIM AS REO'O F6 SCRE:W 3/16" DIA TA ?CON (S_E NOTES) \ 104HERE TAPCONS ARE \ NOT REO'D.)DOOR FRAME CAULK BET': �Er. :FOOD BUCK & JAMS MASONRYOPENING BY OTHERS r GLAZING I V J (SEE NOTES) I ! it 1 / II 1 1-1/4- 11,11•: I - EM-EDMENI I 1I ' S 1� i/4- MAX.. SKIM SPACE 1 ILI m (f - DOOR FRAME HEAD =TER CAULK BY O : BY OTHERS DDDR HEIGHT STUCCO BY OTHERS I' v 4 1 g 4 1 1-11/4" MIN, EMBEDMENT I 1 INSTALLATION' ANCHOR SECTION A—A 3/16" DIA. 7APCON DOOR "Wh SE SLIDING GLASS DO HOOK STRIP GLAZING (SEE NOTES)\ NOT; �• 1) DOOR MA;CRIAL ALUMUILIM ALLOY 6063. ej IADCON TYPE INSTALLAPON ANChORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" Y:TO VA50NRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BA(;}: IN ALL r;?AME mE1,42ERS. A; USF LATE: CAULK FOR PERIMEIER SEAL AROUND EY.iEPIOP OF ODOR EU.ACI DOOR SIZE IS 1101 LISV) IN ANCKOP C_4AP.7, USE ANC -0; OUANTI;Y LISTED O.ilh NEXT LARGEP. SIZE, FOR 74E "ZPROPRIATE DESIGN Pn'ESSVRE REO'D WES .``�L1+•tAj?.r,•;,�}'>j 71 I>LAO-GLASS :SO'M.`SN:OGLFi11GPLSOOA?RO��D.&TEIFREDRCLA�S ly1C�t:E55 N.A�-NARY PER REO'JIREN.EI:TS . OF ASTM E13G0 GLASS CHARTS. - �• '• iL'� 8J ALL FACTORY APPLIED H•0LE5 NOT DESIGNED FOR iA=CON A14CKOR SHOULD 2E FP -LED W1.•, gE SCP.EwS OF SUFFICIEVI �'.''•.�,11T LEW'G-sri 10 PRO'AD: 1.111: 5/8' EMBEDMENT W10 WOOD BUCx 9) J4:.te / SILL CORNERS ARE 10 BE SEALED W11H A SMALL JOINT SEA..M SEALER. ` " ! �I "� 1L) 5,11M =5 REO'D AT EA_ SET O" INSTALLATION AkNCXORS MAIC ALL01':ASLE SHIM STACA TO BE 1/:' '• 51 tIG' )i1 A!. I14,1ALLAT10h ANCHORS MUST EE MADE 0' CORROSION RESIST 4t:T MATERIALS �' ��j �aF � �• a. �, �.•' +?` VwHERE "X" REPRESENTS m..OvING PANEL A;aD '0" REPRESENTS FIXED DAt.EI COd:1Gu?.caONS ARE AS LISTED L. ON!NS_1kLAIIONChARI ? rte',a� Y fl `3) ! A. ShOWN ON 110S IP.AY7NG, HOVV� TLR 1,41ALLA1I01, SECTIONS "A -A', "8-E" '':0; 'L. CON; IGURAi1OtlS LISTED A50:P; 1 ° �, Q �, C:., Z Mr, SiPiF J_l;IL ,kPPLY 70 v5 PALLa-6 OF i,:: APPROVED CO;+F1ouiwIG:�S I, b'/4 AL:S4.48__rSPLCONG SE -WEEN 11L.PCON ANCHORS TO SE ?A- O.0 ,�•. ,.) SERIES :7_ S_,D'%G GL LS,-:, DDD', 15 S::ONA Tn1S P;60 A.SO APPLIES 10 43U & 4t0 SERIES. '•t\1'� 'L; ..••LRE •GOR IS ':'STA_LEL: It: v:Y c rT SE n .5C-1 ,_ ' �0� FRtJdi Tial_ URE U-_ 5iu SCR.v:S Of 57FF1,^,IEt<1 LEA:i.:i:'. iv Lv: 3/8' ur; EMBEt'MEt+" INTO 5.:RWA7:. PL4CE B10 SC?Ev.S 5` _IRO1 CORt:EP,S 1 / ONE BY WOOD BUCK 9Y OTHERS L OCA110N IN HEAD & SEL! IEA. JAMB OVY IW !+OOK STRI.- �.� WS1A__-TION A>`{;hOP. / ;@ SCREW 'TYF II II Y+ncRE '.A=I_OrIS ARE UP 701 NOl REC-D ) PSF SIZE I SIZE CONCRETE Ilk ' OR MASONP,Y r OPENING r R" OTHERS ' I j !! INS1A!LAIION ANCHOR I`� I 3/15" 0!A TAPCON I DP IPSF DP PSF DP 5068 x,0. Ox, YX W --- CAULK BET1vCEta 3 WOOD BUCK u 3 M,AS'Y OPENING I I BY OT' -:ERS 6068 X0. OX, XX 77. x 80 4 4 ' ZmBEDMENT i, MAX -- - --- CAULK BETIASEN wOOD BUCK. u MAS'Y OPENING BY OTHERS TAPCON INSTALLATION CHART L OCA110N IN HEAD & SEL! IEA. JAMB OVY IW !+OOK STRI.- CAL_ ! DOOR LIP -.0 46 PSF 61 P$. UP TO 1 UP 701 46 PSFI PSF SIZE I SIZE 45 DSF TO 60 TO 70 70 PSS 45 PSr TO 60 T� 70 1 DP PSF Df PSF DP DF I DP IPSF DP PSF DP 5068 x,0. Ox, YX 60 X 80 3 3 I 3 4 3 4 4 6068 X0. OX, XX 77. x 80 4 4 4 4 3 4 5 8065 XO. OX, XX 96 X 50 5 5 5 4 3 4 5 10068 X0, OX, Xx, 120 X 80 6 5 7 4 3 c 5 5050 X0, Ox, xx, 60 X 96 3 3 3 5 4 5 6 6080 X0, OX, Y,x 72 X 96 2 3 3 5 4 5 6 8080 X0. Ox„ Xx, 96 x 96 4 4 5 5 d 6 i0080 XG Ox x. 120 X S16 1 b 1 6 1 7 1 5 4 C, 6 7668 Oxo 91--/4 X EO 5 j 4 3 c 5 I 905E Oxo 109-3/4 X 80 I 5 5 6 4 4 5 12066 OXO 145-3/4 Y. 80 7 7 5 3 4 5 i5`068 OY.O 181-3/4 X 80 8 lo i t d 3 5 1 7680 WE; 9i-3/4 x 96 5 5 5 5 c 6 6 1 9080 0x0 109-3/4 X 90 5 5 6 5 4 G 6 1 12080 0X0 145-3/4 Y, 96 7 8 9 5 d 6 6 I OXO 18i-1 x 96 E 11 13 4 6 1 6 XIX 88-s/16 X 80 5 5 4 3 4 5 XIY. r 106-9/!6 Y, 80 5 5 6 4 3 c ( 5 XIX 142-9/16 X 50 7 7 8 4 3 4 1 5 xIX 173-9/16 X 50 E i0 E 1 4 3 4 5 7680 XIX EE -sin x 96 5 5 5 5 4 16 6 i 9080 XIX 106-9/11 Y. 96 5 5 6 4 4 1 6 5 12050 XIX 142-9/16 x 96) 7 8 9 5 4 6 6 15060 xIx 178-s 16 Y. 96 E it 13 5 1 4 I 6 6 10068 OxxO, xxxx 120-5/5 x 80 6 6 4 3 4 5 12068 OXXO, XXXX 144—s/8 X 80 7 7 8 4 3 4 5 16056 OXXO. XXXX 152-5/8 X 80 9 10 12 4 3 4 5 10080 OXXO, XXXX i20-5/8 X 96 6 6 75 4 6 6 i208O OXXO. XXXY 144-S/9 x 96 1 7 8 9 5 4 6 5 16080 OXXO XXXX 192-5/6 X 96 1 9 12 14 5 c 6 6 CONCRETE OVE 81 WOOD OR 61AS1YNRY BU1 K eY OTHERS / OPENING BY OTHERS 43 0 J1-1/4" MIN A LI EA!9EDIV ENT r ' 77RM STUCCO flip 1 I BY OTH- ERS I� DOOR VADTH EXTERIOR EL E\jATION ' +�-vA IL 9 UCEW17--w MI HOME PRODUCTS 1 SLIDIN;; GLASS C R A T Z P A. J i DOOR HOOK STRID 3 `.OJR Il: i:c? CC4 I n,LE S_RIES 420/430/4110 •", S f ' (: t^ ^S n L— IwSTALL A.TION ANCHOP INSTALL A,TIOI\ WI'H l APCONS � z/ ENCIP:EER: II t I,. I t v- tI- DRN: I..i DAIE /1 �1/C• I rF.. DIA TAPCOv .1IANVA_ F.1F./:IIN-EZ S^ 12 - < T rR - / ! I DISChuN, r 1 SCALE: I C -- -- ---- _ REG i+0 1-7-182 =_1' EMR— S,EE7. 0 �ti �a%Ev °nWUC O ae:LK/LOf. [nCvlt :. r•C 750 Lv1E.Ut.LD'a: 2L•.:.. WITi 15C .Ii-.1lrC4 :L(PD1 377-6 er!;;:r aC: :..5-v3C!• rte •0; 6:�-4i5i N N N • N N N N N o 0 O C 0 Lj Q �3 e � x x x x x x x x 9� p w �' N N N N C',N N N Q (n o V0. N � � � N � � 10-10, N N o N IA C `•O (A Z O� D� O O O 00 co 00 O t0 t0 t0 cD O O O O O 0o x x x x x x x x W Qv � � rn 0 0 � rn N �� 00 00 ap POP O O O 6 § O t0 (D (O (D 00 00 00 d0 c� N_ ipu)-W� XXXXXX O�OOOOOO Z o0 O U7 C Y 00 C V L �= O �= O V C O G ?t O O C •0 I ?� C p O � X L L (A M p :is o`V IT 4 pLD �0 c Cm w Z 0 d ~c iA Op o, c c� c �o W x rc Y/ 0 _I m I '� v C m O d � N D o ■e a 0 o O � E o E 0 w 0 x XXXXXX O�OOOOOO Z o0 O U7 c0 00 O ` INSTALLATION INSTRUCTIONS Series 420/430/440 Sliding Glass Doors HEAD _ Series 42P/43P/44P Pocket Doors TOOLS REQUIRED: t 1 it o oCD " E� • PHILLIPS & SMALL FLAT SCREWDRIVERS • SEALER & CAULKGUN JAMBS VIP • ELECTRIC DRILL / SCREWGUN (Non handed except �NEpO • TAPE MEASURE for 8'-0" tall doors) /° 55 F\,N, • LEVEL #8 X • TAPERED WOOD SHIMS • NAILS FOR OPTIONAL NAILING FIN (CERTAIN APPLICATIONS) r1NF-P� • #8 COLLARLESS MASONRY ANCHORS (CERTAIN APPLICATIONS) 0 p y,NI't INSTRUCTIONS: l T, • BEFORE YOU BEGIN, COMPARE THE OVERALL DIMENSIONS OF THE FRAME TO THE ROUGH OPENING. MAKE SURE THE OPENING IS SQUARE AND PLUMB AND THAT THERE IS ADEQUATE CLEARANCE T SILL (APPROX. 1/4" ALL AROUND) FOR LEVELLING AND SHIMMING. Fixed panel clips. 1) Layout head, jambs, and sill and assemble with eight #8 X fie' T flotheod screws. If optional nail fins ore used, slide in tracks Adhesive backed dust plugs, prior to assembly. Two people ore recommended for assembly. I placed under interlocks (see below). 2) Apply a quality brand of non -hardening sealer such as Apply bend of sealer the height of the silicone or siliconized latex caulk to all outside corners of App i sill water dam" prior to assembly. the frame, making sure to cover screw heads & threads at sill. FOR APPLICATIONS WHERE THE SILL WILL BE SCREWED DOWN, drill out the pre -formed countersinks in the sill. Apply sealant liberally :o underside of sill. Place frame in opening (square, level, & plumb) and install screws in oil mounting holes using shims as required. For concrete slab applications, drill through holes in sill and fasten witcollarless anchors. Seal all screw heads in sill. 3b) FOR APPLICATIONS WHERE THE SILL WILL BE "MUD" LEVELLED, AAMA advises that aluminum surfaces that will be in contact with mortar or plaster should be pointed with on alkoloi resistant point. Prepare mortar and install frame and fasten as in 3o). 4) Before installing panels, install dust plug(s) in sill* trock(s) directly underneath the panel interlock(s). 5) On two panel doors, install operating panel (from the outside) by lifting into innermost track. 6) Install second panel. If it is to be fixed, attach two fixed panel clips on inside of panel, approx. 12" from head and sill, with eight #8 x 3/8" screws. Adjust rollers as required. Note: Do not force roller adjustment screws; lift panel to remove weight when adjusting. 7) Install screen handle set, adjust rollers, and install screen like o standard glazed panel. 8) If you ordered the optional aluminum reinforcement, center the re -bar on the operating panel as shown at right and attach using #8 x 1/2" screws provided. CROSS SECTION THROUGH INTERLOCKS • FOR MORE COMPLICATED MULTI -PANEL STANDARD AND POCKET DOORS, PLEASE CONTACT YOUR DEALER FOR ROUGH OPENING INFORMATION AND YOU CAN REQUEST A DRAWING OF THE "PRODUCT DESIGN" FOR YOUR PARTICULAR SERIES. THIS WILL SHOW THE CORRECT ORIENTATION OF THE VARIOUS PANEL TYPES. #99-04-145 (White) & 99-04-146 (Black) HANDLE SET INSTRUCTIONS: ®OUTSIDE 1) The inside lock and outside pull are installed at the factory. The handing of the latch may need to be reversed for your DO NOT application. To reverse, remove the two #10-32 X 15/16" screws REMOVE on the inside of the handle. Remove the latch & outside pull from the panel stile. Remove the screw that retains the pawl and switch it to the opposite position. 2) Re -assemble in reverse order. i 3) Install keepers with #8 X 5/8" screws and adjust as required. - (Some roller adjustment may be required for proper keeper �. .......... adjustment. Roller adjustment screws ore the lower most screws at the bottom of the panel.) ice. 0 An optional inside wood pull handle is available (not for screens). - Specify 99-04-116 for white, / - or 99-04-112 for block. SCREEN KEEPER, (Longer #10-24 X 1 1/8 " screws will be included.) e An optional key lock is available; specify 99-04-111 PANEL KEEPER, BB #99-16-035 'k AAMA is the American Architectural Manufacturers Assoc. This product is tested and certified to AAMA specifications. rev. 12/02/05 CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . . . . . Contractor . . . . . . 4/02/12 35.19.30.503-0000-0090 1309 W 14TH ST SANFORD FL 32771 FLORIDA LAND & COLONIZATION CO LOT 9 FLA LAND + COL COS ADD TO S SANFORD PB 1 PG 73 MULTIPLE FAMILY GUNK JULIA MAE CORINTHIAN BUILDERS INC 407 403-5658 Application number 11-00002292 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . Buildinq Official VOID UNLESS SIGNED BY BUILDING OFFICIAL 0 In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. I T N E R S U R V E Y I N G 26 March 2012 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 RE: 1309 West 14THStreet To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18.4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, P < /"�A R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 - SANFORD, FLORIDA 32772-0823 - (407) 322-2000 PLAT OF BOUNDARY SURVEY N FOR CORINTHIAN BUILDERS Legal Description Lot 9, FLORIDA LAND AND COLONIZATION CO. LTD. ADDITION TO SOUTH SANFORD according to the plat thereof as recorded in Plat Book 1, Page 73, of the Public Records of Seminole County, Florida. 0 a W _.i._._._._._._q._.44TM ._.STREET.--------- --- i N Cti I N 89'47'44" E 60.00' ----------- ---- & rouse oft A CAP 03M Z I N Ln A p ^t ren I 4'.411 3n t6.�S .>• V PORCH O ta.� O Oo O N r N ® N W m NII o; W + N Q ' W (J N -0 W N N N N Q g C 23.40' .t3• O O c Z a+c o Z s I I 9 C i i 4. WOOD ,Owa i FOUND PON jCAire. `: N 89'47'44" E 60.00 w o- s CAP i i �. 20 10 I SCALE: 1"=30' f SURVEY NOTES: 1) The street address of the above-described property is 1309 West 14T" Street. 2) The above-described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that -the plat hereon delineated is•an accurate representation of the sane. I further certify that this Survey meets the Kinimm Technical Standards set forth by the Florida Board of Lard Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONSi CERTIFIED CORRECT TOr KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-M3 (407) 322-2000 PROJECT NO: ll-244 (IrIWAL) SURVEY DATE: 26 MARC14 ZO12 �. l=_cam OCT CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ZZ - 1279 99 Documented Construction Value: $ 3l0 O , o c> Job Address: f_�D!q t--) /7 �t sf i � Historic District: Yes ❑ 1%10'0� Parcel ID: 35'I ('-5"3'000a-oo4o Zoning: Description of Work: A/i/, -lei l SCg Plan Review Contact Person: 41,4 -/vin Title: Phone: 40� 32/ %�/�/ Fax: X107 37-1 27� 9 E-mail: Name C-,ynn, —3;kc�_ 1V\o.4 Street: , 13 o i G3 • City, State Zip: _-zn-Tc),r cQ4 l Property Owner Information Phone: Resident of property? : Contractor Information Name 1i✓A-ArK; ' /ec4,11c _-Zic Phone: /{v7 3Z•l 8011 Street: ,5q;5 f .4v.0- Fax: 07 3Z l Z77_1 City, State Zip: 64iee /14A- , `L , 3Z -?4C State License No.: C'�?6015a q Z- Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: d04 Construction Type: No. of Stories: No. of Dwelling Units: Electrical New Service — No. of AMPS: 15c) Flood Zone: Plumbing ❑ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm 13 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 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 of Owner/Agent Date Print Owner/Agent's Nome Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: 6 Signature of Contractor/Agen t Date Print Contractor/Agent's Name ?o`'"' DEBBIE a ANf0N Notary Public -Slate of Florida My Comm. Expires Feb 2S. 2015 •'•:a•P, ��•'�� Commission EE 60182 rbroupA National Notary Assn. Contractor/Agent is Persona ly to Me or Produced ID Type of ID WASTE WATER: BUILDING: "i... w w "' DATE (MMIDIPNY) PRODUCER INIii 4CMIIFI emic 13 soauizV ma h M#%I Ian yr r.v.r ONLY AND CONFERS 'NO RIGHTS UPON THE CERTIFICATE BOYO-WALLACE AGENCY HAOLER THECOVERAGECERTIFICATE RTIFIAFFORDED NOT THE AMENDPOLICIES BELOW. DOR 251.1 PARK DRIVE SANFORD, FL. 32773COMPANIES AFFORDING COVERAGE (407) 322-0814 COMPANY AUTO -OWNERS INS CO INSURED--,--�— _ COMPANY RATED- ++ SUPERIOR —.— WALTERS ELECTRIC INC. e ----- 225 E. WILBUR AVENUE 4"��" LAKE MARY, FL 32746-3223 CO p THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 7AI TYPE OF INSURANCE POLICY NUMBER POUCY O � � POO C I syn LIMITS ` -- -- i GENERALLIABILRY i A 1 COMMERCIAL GENERAL LIABILITY, CLAIMS MADE OCCUR 72 71093509-13-11 �I OWNERS d CONT'RACTOR'S PR 1 ^� 1 I 991312 GENERAL AGGREGATE C000 000 PRODUCTS • COMP/OP AGO S.QQQ;1�0� _ PERSONAL& ADV INJURY s11000'000 I EACH OCCURRENCE _ I $1,000000 - FIREDAMAOe one0n) ( $300,000 MED EXP ons non) s10 Ctao AAUTOMOBILB LIABILITY b.J ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS 1 NON-OWNEDAUT08 43-171-760-00 09-13-11 09-13-12 OOMBINED SINGLE LIMIT i 500 000 BODILY INJURY (Per person) BODILY INJURY (Pereoddenl) $ PROPERTY DAMAGE —'-------L $500,000 GARAGE LIABILITY ANY AUTO 1 —1 11:_ EXCESS LIABILITY UMBRELLA FORM 10TH RM I AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY; 9a• ris ..,.::..k3!, 3 EAOH ACCIDENT AGGREGATE EACH OCCURRENCE S Is AGGREGATE _ 5 - ----- --- Is I WORKERS COMPENSATION AND 1 EMPLOYERS' LIABILITY THE PROPRIETORI INCL PARTNERSMMCUE TIVE _ FFICER9 A EXC W_T T g EL EACH ACCIDENT Is _y EL DISEASE - POLICY LIMIT _ EL DISEASE - EA EIVLOYEEI -------•-- 8 A OTHER i DESCRIPTION OF OPERATIONSILOCA7IONBNBHICLF. MBOIAL REM8 CITY OF SANFORD BUILDING DEPT. P.O. BOX 1778 SHOULD ANY OF THIS ABOVE DESCRIBED POLIOIES 85 CANCELLED BEFORE THE TION DATE THBREOR "a ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRTTIMN NOTICE TO THE CWM RCATE HOLDER NAMED TO THE LEFT, BUT PAILURE TO MAIL H8NOTICE 810"810"IM DLIpAT1oN OR LIABILITYLIABILITYOF ANY TCOMIPANvollffhli AdbnaooO REPRESEliTATTVES. From:Aileen Vega FaxID:Sihle Insurance Grou Date:3/21/2011 11:57 AM Page: 2 of 2 OP ID- AX ACRO" CERTIFICATE OF LIABILITY INSURANCE DATE DNYYY) o3rz1r11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(% AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s PRODUCER 386-736.6444 Sihle Insurance Group /DEL 5 386-736-6772 1300 $ WOODLAND BLVD UELAND, FL 32720 Dave Zeidwig/Urseth Split acct ACT NAME: PHONE En AIC No). -M IC. Lo ADDRESS: PRODUCER CUSTOMER IOf WALTE-9 INSURER($) AFFORDING COVERAGE MAIC • INSURED Walter's Electric Inc INSURER A: Association Insurance Co. 225 Wilbur Avenue Lake Mary, FL 32746 INSURER B. INSURERC: INSURER D COMMERCIAL GENERAL LIABILITY INSURER E INSURER F f (nVFRAGFS r FRTIFIr'ATF NI IMRFR• RFVI5,117111U NIIMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED -TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF INSURANCE ADOL U81 POLICY NUMBER POLICY EFF MMDDIVYYY POLICY EXP MMDD/VYYY LIMITS SANFORD, FL 32772 GENERAL LIABILITY EACH OCCURRENCE S DAMAGE 10 ReNi t:U PREMISES Eo occurrence $ COMMERCIAL GENERAL LIABILITY CLAIMS4tADE E] OCCUR MED EXP (Any one person) $ PERSONAL d ADV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER' PRODUCTS • COMP/OP AGO S POLICY PRO• LOC S AUTOMOBILE LIABILITY COMBINED S94GLE LIMIT S (Es accident) ANY ALTO BODILY INJURY (Per person) S ALL OWNED AUTO$ BODILY INJURY (Per accident) S SCHEDULED AUTOS H WED AUTOS PROPERTYDAMAGE S (Per occ.dera ) S NON•OWNED AUTOS S UMBRELLAL[As OCCUR EACH OCCURRENCE S AGGREGATE S E%CESSLu9 CLAIMS -MADE DEDUCTIBLE S S RETENTION $ A WORKERS COMPENSATION APD EMPLOYERS' LIABILITY OFFICEOPRIEtBEREXCLUOED, CunvE Y� IMandatory In NH) NIA CV001668302 01/01/11 01/01/12 X WCY TWIT• X OTR EL EACH ACCIDENT s 500,00 E L DISEASE • EA EMPLOYEES 500,00 II s, Oncnbe under DESCRIPTION OF OPERATIONS below E L DISEASE • POLICY LIMB S 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, AddlOonal Romans Schedule, If more apace Is required) CERTIFICATE Wr11 IIGR r+AMrcr I ATlnu SANFOCI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF SANFORD BUILDING DEPT. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FAX# 407-246-3420 PO BOX 1788 AUTHORIZED REPRESENTATIVE SANFORD, FL 32772 O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD Walters Electric Inc Commercial and Residential 225 E. Wilbur Ave Lake Mary, FL 32746 407.321.8444 Office 407.321.2729 Fax Proposal/Contract Builder Corinthian Builders Permit # 11-2292 Job 1309 W 14th St Sanford For the sum of $ 3,400.00 10 Lighting outlets 4 Paddle fan outlets 0 Paddle fan install 15 S. P. switches 4 3way switches 0 4way switches 32 Duplex recepts 3 Exterior recepts 1 120/240v cooking 10kw> Heat 240v 2.5 ton> AC 240v 1 Dryer outlet 1 Water heater 120v 150 Amp Service Device Type: Notes: 1 Recess cans 0 Irrigation outlet 3 Smoke detectors 1 CO2 detectors 1 Chime 2 Bath fan prewires 0 Kitchen Island 1 Dishwasher 1 Disposal 1 Microwave 0 Emergency light 1 Garage door 120v 1 Garage door LV 0 Freezer outlet Decora X Toggle Date 10/18/2011 Plan # 1104 1 Washer outlet 0 Jacuzzi tub 20amp 0 30a pool prewire 0 60a pool heater 0 Coach light prewire 0 Yard light stub 1 Attic light & switch 4 TV outlets 4 Phone outlets 0 Floor outlet 0 Double flood PW 0 Double flood fixture 0 Well 50 ft distance 0 Water Softener 0 Septic Pump This bid does not Include allowance for light fixtures (except as noted), or installation of paddle fans, piping and wiring from building to transformer. Does include installation of light fixtures. Proposal is per prints supplied by builder/contractor Pay schedule is as follows:70% rough, 30% trim Pricing subject to change based on current market pricing. If you wish to accept this proposal, sign and return copy to Walters Electric Inc. within 15 days Accepted by Date Print name - A LBY_"j EC 6 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 3i q d Job Address: /'1'7� Historic District: Yes ❑ No ❑ Parcel ID: Zoning: Description of Work: 44u,'6j( Plan Review Contact Person: Phone: Fax: E-mail: Property Owner Information Namerp(Z7 >QL rl `t S Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name 'hVT74 _ nit l Phone: yd 7 71--/ t' Street: Aelx ! Fax: u d -7 City, State Zip: _ � �t,r r �G 3a7-7 a-- State License No.: .� Ll dS°T� l 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 No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D Plumbing IV New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 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, beaters, 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 permit is released. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of onuutor/Agent Date , -4 118gffY -!�Aj`r7t Print Contractor/Agent's Name I LORI LEE WARNICKE ° • ��•- N013rr Public - State of Florida ^; My Comm Ex;nraK Jun 19. 2015 s•4 �° C^.sr.i!' �•�r „ c )1579 Owner/Agent is Personally Known to Me or Contrac� to "hTi3—"""`Personally' Known to Me or Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Rev 11.08 FIRE: BUILDING: 10/20/2011 14:41 407-322-8641 01/11/2011 21:23 4073238954 ADVANTAGE PLUMBING, INC. Po Box 1117 SOMM, Fl. 32772.1117 407-323-7515 Few 407-323.0954 ADVANTAGE PLLHBING PRUPOSAL PAGE 02/04 PAIX 01 Page No. of . Pages PROPOSAL SUBMITTED TO: PHONE: DATE 10-20-11 NAME: Corinthian Builders joB NAME: Model 1104 PO Box 950850 1309 14" St. Lake Mary, FL 32795-0850 - Sanford We hereby eubmtt aped flcatione and estlmotes for. 2 Water Closets, elongated. 2 Lavatories, round, china. 1 Kitchen Sink, Dayton, stainless steel, double bowl. 1 Tub, enamel. steel. 1 Hot Water Heater, Energy Miser, electric, 40 gallon, 1 Shower. 1 Laundry box. 1 Ice maker line. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Septic and water service. CPVC water piping. Moon Chapeau valves. We hereby propose to fumieh tabor and matedels – eomptste In s000rdenoe with the above aped8catlons, for the oum of Jho thousand four hundred ninety douero $3.490.00 withpay�rrp"-W" All material lo guaranteed to be as speaNted. All worry to be completed In a woftwMllke_PqFnner oge&ding to standard propoaei subfed to acceptance within 30 dayo and is void thereafter at the option of uh igrkd — Autheritrrd The above prloes. speciticetions and conditlons are hereby accepted. You are aulhodscd to do the work as specified. ftymentwlD be made as outilned above. ACCEPTED: Signoturs 6=Z Date Slgnatu Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: ITW Building Components Group, Inc.►""H 1950 Marley Drive Haines City, FL 33844 P •�•••••• ,�� Q,� Florida Engineering Certificate of Authorization Number: 0 278 `�/ •�•�+ ••• `/ Floda Certificate of Product Approval N FL1999 `N :•�� \VE Sic '.•� Page 1 of 1 Document ID:IUEX408-Z0230133151 g$� v '• -vt La � ftl0. %OE Accu -Span Truss Company 2598 -/Model 1104/Corinthian Bld -- 1309 W. 14th St 20 Florida Building Code 2007 and 2009 Supplement FBC2007Res/TPI-2002(STD) Alpine Software,Versions 10.03, 10.02. The identity of the structural EOR did not exist as of the seal date per section 61G15 -31.003(5a) of the FAC Roof 37.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-05 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 1. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: - ,at SAT O Q ••• S • 'o S�ONAL FN . William H. Krick -Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 Ref Description Drawingi Date 1 50572--8 11242002 08/30/11 2 50573--A13 11242018 08/30/11 3 50574--D12 11242006 08/30/11 4 50575--A11 11242017 08/30/11 5 50576--D10 11242005 08/30/11 6 50577--A9 11242015 08/30/11 7 50578--D8 11242004 08/30/11 8 50579--D4 11242059 08/30/11 9 50580--A7 11242010 08/30/11 10 50581--D6 11242012 08/30/11 11 50582-45 11242060 08/30/11 12 50583--OR7 11242008 08/30/11 13 50584--OR5 11242009 08/30/11 14 50585--E7 11242007 08/30/11 15 50586--R48 11242003 08/30/11 16 50587--E5 11242016 08/30/11 17 50588--05 11242013 08/30/11 18 50589--E48 11242011 08/30/11 19 50590--C3 11242001 08/30/11 20 50591--C1 11242014 08/30/11 ,at SAT O Q ••• S • 'o S�ONAL FN . William H. Krick -Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 O N N n O O y u•) • L, C> Ln I 1 Ln O ,N., LL0. 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LV 60Z- EVIL 000'9 EEE'9Z IIVM 000'9 000'6Z EIV 60Z- Evil 000'8 000'0 IIVM 000'8 000'62 EIV ----------------•-•-------•--..............-----------...............------------••...•••....•--------------- Olz- Evil 000'9 E M U IIVM 000'8 000'6Z IiV olz- EVIL 000'9 000'0 IIVM 000'9 000'6Z ITV 311JOVd #-'IJldN #-'7(VW #+'XVW 'IJ-)OlA 'I;•)OIx 3dAl 'uI-3ZIS IJ-NVdS )S30 SSf1Hl ONIM XVW '1)V3H '1)V3H 9NIHV39 9NI039 1HOddHS 1HOddNS SSM SSnHl ------------------------------------------------------------------------------------------------------------- 03SO1) :3dAl 9019 OZI :HdW ONIM SO -L 3)SV :300) ONIM VOTl 130OW/-96SZ :NO11d1H)S30 HOP 1SOM 1HOddHS ------------------------------------------------------------------------------------------------------------ a� ,Florida Building Code Online OFFICE Page 1 of 6 ommun ME 02 SCIS Home Log In User Registration Hot Topics Submit Surcharge Slits S Facts Publications FBC Staff SCIS Site Map Unks Search ProductApproval USER: PublictUserUser Liz - RM IT -2-2l 9 � CnD// ,�,_ PERMIT Product Approval Menu > Product or Apohcahon Search > Application L4sl > Application Detail FL # FL5675-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived r Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwestertleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Scott Hamilton developed the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey Quality Assurance Contract Expiration Date 05/21/2028 Validated By Gary Pfuehler 1.3 Validation Checklist - Hardcopy Received Certificate of Independence FL5675 R3 COI Certification of Independence of Validation Entity - Gary Pfuehler.pdf FL5675 R3 COI Statement on Independence of Evaluation Entity- ScottHamilton.pd Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg3... 3/19/2010 3 6 U gg11l &T)lit 8�x$4lre,2-iiv a i0)� $ ~ d -gig glib VI WC li [N M 'b $ ap Y000 woox maro Z 1a; RCL o& W t O W W W W a��0a�� ��0� flF • � � ���R � ���� 0� _ a o o s a a d `l$ gig, �lx90M Y000 N J11713M 710J3� U O f u29 02. Y y+ a r r gi" o s I- Po z P W• O @ sR a$g • w s.:►�P b �y� e o Y oce000bN a IN � gig �`� n I E $� - gio AN 3 i& i � tt&o s • I s i l . 4 I ° 9a zo. g 7 ti i R �g i gig if ^ Vw •KMS y c A g E g V MIAMELIADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ' MIAMI -DADS COUNTY, FLORIDA METRO -DADS FLAGI.I3R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box ]529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI -11). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -40W' Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail". sheets 1 through 7 of 7, prepared. signed and sealed by Robert L.Clark, P.E., dated 12/15/04 with revision "F°', on 09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA sball be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA 0 05-0104.05 and, consists of this page I and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0706.04 • I b Expiration Date: September 30, 2011 lv Lo`D Approval Date: October 19, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTG. Rail' Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision "D", on 12/15/04, signed and sealed by Robert L. Clark, P.E. B. TESTS . 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FfL- 3654 signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA # 058-0104.05" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058.0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA # 058.0104.05" 4. Test reports on I) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM - 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. Jaime D. Gast , P.E. Chief, Product Control Division NOA No 06-0706.04 Expiration Date: September 30, 2011 Approval Date: October 19,2W6 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Revised Anchor Calculations, ASTM -E 1300-02, and structural analysis, prepared by PGT Industries, dated 09/20/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04.0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. 1711-2959, 2960, 2961, 2%2, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04.0714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05-0104.05, issued to PGT Industries, Series SH -4000 Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09/30/06. Jhlwe D. 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Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail a vPl^.iJGlii PlANlt.YG rrausria a cct:r.+uynr DEVELDP:4ENT � E!;ERGENPY MANAGEMENT - �C=FlCE�F7HE Product Manufacturer Address/ Phone/E mal I 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 Certified By FL5444-R2 Revision 2007 Approved r CertalnTeed Corporation -Roofing PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 (215)274-2350 richard.a.snyder@saint-gobain.com Richard Snyder rlchard.a.snyder@saint-gobain.com R. Allan Snyder PO Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan. R.Snyder@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E. Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 Underwriters Laboratories Inc. 06/09/2013 John W. Knezevlch, PE r Validation Checklist - Hardcopy Received FL5444 R2 COI Trinity ERD Certiflcalton of Independence.pdf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2003 2004 2005 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtah 1 g07CSsoy... 2/22/2011 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 07/27/2009 08/13/2009 08/31/2009 10/13/2009 Page 2 of 2 Summary of Products FL * Model Number or Name Description 5444.1 CertalnTeed Asphalt Roofing 3 -tab, laminated, architectural and 4 -tab asphalt roof Shingles shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL5444 R2 II er072709F)NAL Asphalt Approved for use outside HVHZ: Yes Shingle FL5444-R2.pdf Impact Resistant: N/A Verified By: Robert Nleminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R2 AE er072709F]NAL Asphalt Shingle FL5444-R2. df Created by Inde endent Third Pa : Yes Bach Nett Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Flodda 32399.2100 (850) 487.1824, Fax (850) 414.8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Cooyrlaht Statement I Accessibility Statement I Pluo-In Software I Customer Service Survey I Contact Us Product Approval Accepts: V9,1519.n • sccurilrnuar TrwreO MIA yr •u. . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoy... 2/22/2011 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 ERD Evaluation Report 3532.09.05-112 FL5444-R2 Date of Issuance: 09/22/2005 Revision 2: 07/27/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 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 2007 FBC and FBC Residential Volume, with 2009 Supplement. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Each unit shall bear labeling in accordance with the requirements of 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 10. Prepared by: 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 07/27/2009 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does It Intend to acquire or will It acquire, a financial Interest In any company manufacturing or distributing products It evaluates. 2. TrinityiERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nleminen, 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5 Physical Properties ASTM D3462 2004 1507.2.5, 1507.2.10 Wind Resistance ASTM D3161, Class F 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2005 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2005 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (QUA 1743) Quality Control R684 Current Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certificate of Authorization #9503 FL5444-112 Revision 2: 07/27/2009 Page 2 of 10 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle@, CT20Tm, PatriotTM, XTT" 25 and XTT"' 30 are fiberglass reinforced, 3 - tab asphalt roof shingles. 4.2 Carriage House Shangle@, Centennial Slate TM, Grand Manor Shangle@, Landmark""' (formerly Lankmark 30), Landmark""' Plus (formerly Landmark 40), Landmark""' Premium (formerly Landmark""' 50), Landmark""' TL (formerly Landmark TM TL Ultimate) and Landmark T'^ Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake""' and Presidential Shake TL TM (formerly Presidential Shake TL Ultimate"M) are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatteraSTM is a fiberglass reinforced, 4 -tab asphalt roof shingle. 4.5 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. 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 shingles noted herein are Classified in accordance with FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to 150 mph 5.3.2 Presidential Accessory, Hatteras Accessory, Shangle Ridge and Shadow Ridge, hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions. 5.3.3 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.3.4 For buildings falling outside the constraints in 5.3.1 or 5.3.3, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 9B-72. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-112 Certificate of Authorization #9503 F1-5444-112 Revision 2: 07/27/2009 Page 3 of 10 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with FBC 1507.2.7 or Section R905.2.6. 6.3 The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:12. 6.3.1 Classic Horizon Shangle@, CT20'"', Patriot"'", XT"^ 25, and XT'"' 30: LOW AND STANDARD SLOPE ENGLISH 12' 12" 12" —(305 mm)—►}•—(305 mm)— —(305 mm)—i -I" (25 Sealant lant I"(25 mm)-� - L _ — 5 sh" (145 mm) 5 r/,."W Abinvod "00 Vfanf T Figure 11.25: Installation of mps along the btkt; and rldgm. Figure METRIC 131/a" —.}+- 131/8" 131/8" r-1"(25 nun) $. iant— I I L i'(25mm)-►I 1 — T Figure 11-3: Umfour nallc for emq-full sbingla 6.3.1.1 Hip & Ridge: Cut Shingles 1 2' (50 mm}-Remove�— (25mm)� 11 11 )I� Il— — — )� — — — — )I __ _ —der. Cap Cap Cap 305 rum) Shingle Shingle Shingle 1 Figure, I1-24: Cut tabs, Item trim bath to rnalr rep sbingfec (Engltsb d1himslons shown). STEEP SLOPE Use four halls wid six spots of nsphalt roofing cement* for every hill shingle (Figure I1-4). A.iphalt roofing Cement meeting ASTM D45S6 'I'ype 11 is snggeswl. I :, v y-- Ruoling Cement Apply x"(25 rum) spots of asphalt rooling cement under each [at) coiner. iigunt 11 -4.- Use four halls and sir $/rots ofaspball aeaiarl oro sfery..Jofxcc. '(AUI'10N: Excessive use of roofing ceweut Can C nose shingle. to blister. —5„ X12 - (305 mm) eo "00 Figure 11.25: Installation of mps along the btkt; and rldgm. Figure Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R2 FL5444-R2 Revision 2: 07/27/2009 Page 4 of 10 QO TRINITY'ERD 6.3.2 Carriage House Shangle@, Centennial SlateTm and Grand Manor Shangle@: LOW AND STANDARD SLOPE Use five nails for every full Shingle. M1.. (25 frwn) 8518" 220 mm) rignrc 17-1: usefrac nails forevv i• fall Grand A lanorSbon gle, Carriage (louse Sbanglr•. or Centennial Stale. 6.3.2.1 Hip & Ridge: Shangle@ Ridge ft,ure 17-18.• Sbangle*.Ridge. STEEP SLOPE Use. seven nails and Three spots of aeph311 roofing cement for every hill Grind Manor Shangle. Use five. nails and three spots of asphah roofing cement for every (till Urriage Hoose strangle :md (:cnielinki) Slaic. Apply asph:tli roofing canon 1' (25 nim) from edge of shingle (Figure 17-5). Asphalt roofing cement meeting; ASI ;U 04586'111)e II Ls stiggested. 1--(25— (16 -(25mm(16 MMI 1112" (38 mm) or lets la, •• . ,—) (&V F{gur 17-3. 111ien installing Grand Alannr Sbnugles on steel; sloprs. ase siren nails and lbrar slrols of aspball roofing cenreni. Exposure Remove tape from the right side g - I and fasten SECOND Fasten the f left side 85�8y RIGHT FIRST I LEFT Figure 17.19: Inslallallon of Sbanglev Ridge sbingles on blps and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-122 Certificate of Authorization #9503 F1_5444-122 Revision 2: 07/27/2009 Page 5 of 10 A0 WE 10 P0 P00'eV0000 mo A 0 ON vko� M1.. (25 frwn) 8518" 220 mm) rignrc 17-1: usefrac nails forevv i• fall Grand A lanorSbon gle, Carriage (louse Sbanglr•. or Centennial Stale. 6.3.2.1 Hip & Ridge: Shangle@ Ridge ft,ure 17-18.• Sbangle*.Ridge. STEEP SLOPE Use. seven nails and Three spots of aeph311 roofing cement for every hill Grind Manor Shangle. Use five. nails and three spots of asphah roofing cement for every (till Urriage Hoose strangle :md (:cnielinki) Slaic. Apply asph:tli roofing canon 1' (25 nim) from edge of shingle (Figure 17-5). Asphalt roofing cement meeting; ASI ;U 04586'111)e II Ls stiggested. 1--(25— (16 -(25mm(16 MMI 1112" (38 mm) or lets la, •• . ,—) (&V F{gur 17-3. 111ien installing Grand Alannr Sbnugles on steel; sloprs. ase siren nails and lbrar slrols of aspball roofing cenreni. Exposure Remove tape from the right side g - I and fasten SECOND Fasten the f left side 85�8y RIGHT FIRST I LEFT Figure 17.19: Inslallallon of Sbanglev Ridge sbingles on blps and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-122 Certificate of Authorization #9503 F1_5444-122 Revision 2: 07/27/2009 Page 5 of 10 TTRINITYIERD 6.3.3 LandmarkTM (formerly Lankmark 30), Landmark'M Plus (formerly Landmark 40), Landmark TM Premium (formerly Landmark 50), LandmarkTM TL (formerly LandmarkTM TL Ultimate) and Landmark T14 Solaris: LOW AND STANDARD SLOPE METRI( DIMENSIONS 12" 143/4" 12" 1--(305 mm) --p—(375 mm) --I--(305 mm) --j v e+erwwvr�uoi e�.r�,au Release Tapo 11"(2510-1 -- NailableF Area ENGLISH DIMENSIONS 12.. 12" 12.. --(305 min)-- --(305 Mm)—l--(305 mm)—►� —� I--1" (7.5 mm) 1125 mm) --I -- STEEP SLOPE Use sN nails and four slats of asphalt roofing cement for every full Iaminaied shingle. See below. Asphalt roofing cement should meet M'rAl D45861�pc II. Apply 1'spots of ttsphtdt roofing cement under each corner anti u about 12' to 13' in from each edge. METRI( DIMENSIONS 12"— (305 mm) [71'j, ..ra: (25 mr Neil Atm iFoi steep'{— (25 mm) Ij----• ENGLISH DIMENSIONS — 12" 12" — 12- — (305 tran) (305 mm) 1 (305 mm) 1"(25no) --i (25 mm)--- Mut) LANDMARK TL 131/7' 13" Wit' 1--(343 mm)-- --(330 atm) --(343 mm) --1 1" (25 mm) 1" (25 mm) --I -- I Figure 1.'J-4. lice fav nails forrrrry•Jill shig4e. LANDMARK It -131/1' -' 13"—+s--131/2'= (343 tum) 1 (330 nun) 1 (343 mm) �-. t'Yx; mm) � � 1'(25 tum)-►� (25mr '1 ---- Cement -1" �S ) hguro 13.3: Usu sir =M andfour s/avls of ar/abtdl rAringcaaenl an SAT:p.dnpx Exterior Research and Design, LLC. Evaluation Report 3532.09.05-112 Certificate of Authorization #9503 FI -5444-R2 Revision 2: 07/27/2009 Page 6 of 10 6.3.3.1 Hip & Ridge: Shadow Ridge TM 12" (305mm) QOTRINITYIERD ENIMENE01\1 W. Figure J3-16.• Sbadow Ridge acmory shingles detacb easily from tbree-piece units to make 72 individual cap pieces. 12" (305mm) 6" 6" (150mm)(150mm) Notch for Centering Notches for Alignment the Top Edge of the Previous Cap for 5" (125mm) Exposure English Dimension 97/r (25 mm) 415/16" 415/1li (125mm) (125mm) i Notch for Centering 131/4" (337 M) Notches for Alignment to 5 7" the Top Edge of the Previous 7 /8° (180mm) Capfor55X(141mm)Exposure (196mm) Metric Dimension 12- (3o5mm) Laying Notch I I 5" (1y5mr) I I I I� JIB Expos re Figure 13-20.• Use laying noicbes to center sbingles on bips and ridges, and to locate the correct exposure. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R2 Certificate of Authorization #9503 FL5444-R2 Revision 2: 07/27/2009 Page 7 of 10 6.3.4 Presidential Shake'" and Presidential Shake TL'"': LOW AND STANDARD SLOPE: for low and standard slopes, use Owe nails for each full Presidential shingle as shown below. Nai inp L 40' —moi Guide Lines (1016 mm) 5 t!4' �— (133 mm) . 14 114' t-1 112' Minn) (362 mm) NOTE: Apply nails on painted guideline. Figura 14.6- iaOrning Pmcldonflat and Prmidenrial7l, Shake shingles on lore and slondard slopes. 6.3.4.1 Hip & Ridge: Presidential Accessory PRESIDENTIAL ACCESSORY QO-rRINITYIERD STEEP SLOPE: For sleep slopes, use nine nails for each full Presidential shingle and apply t' dl.'uncter spots of asphalt roofing cement under etch shingle lab. After applying j nails in benween the nailing guide lines; apply 4 nails I' aboic Lab cutouts mating cerUdn labs of ow(n)ing sitblilc coyer nail - 0 1' diamcici aspliall 1"I'Mng cement Flgaru 1G•7: Fasiraring li'egidmilial and Residential '!/L Slxily sbhtl lv, rni slixp dolex Presidential accessory shingles,can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck -Presidential accessory.comes in two different sizes: Accessory.produced in Birmingham, AL is 12' x 12'; Portland, OR produces 97/8' x 131/4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, L.L.C. Evaluation Report 3532.09.05-R2 Certificate of Authorization #9503 FL5444-R2 Revision 2: 07/27/2009 Page 8 of 10 QOTRINITYIERD 6.3.5 HatterasT`^: LOW STANDARD AND STEEP SLOPE: =125 mm)I = = I(C5 mm)_I f)yrne 15.3: luslruint llnllroas ShfrMJrs wr lure nnrf b7mrrfnrrf .Oopr For low and srmdanl.,lops, nse rice nails for each bill Wilms sidnor. %r shoo•n :dxwe. ftme 15•4: l(rs/rulut 11n11e14s S'burtles a, cleel)MO s For steep slolxSs, use five nails and eight spots of asphalt roofing centeitt for catch full Ilaocntss shingle ns shoun above. Airpk I' (25mm) dimnetcr spots of roofing cement (MM 1)45867ype II suggested) under Inch tab corner. Press shingle into Place, do not c\pose cement. WrnO\: Too much roonng cement can anise shingles to blister. 6.3.5.1 Hip & Ridge, Option 1: Hatteras Accessory Figure 15-14. 18 tbreeplace units separate to twke 54 Hatteras Atxewry sbin& Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-112 Certirtate of Authorization #9503 FL5444-112 Revision 2: 07/27/2009 Page 9 of 10 Ql� TRINITY I ERS 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles _ 1 230 mm) I I I I I I I -- ------ -- 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure I5-20: Cut Hatteras sbingles to make cover cap. Fasie� 81 18" (460 mm)f'� %R\Z (203 mm) f r _ r •�- c 5�a 25 cel ��2aomm Figure 15-21: Installation of caps along bips and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLp Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 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 Wrappers of shingle bundles that have been qualified using FBC 1507.2.10 shall be labeled with the tested wind classification. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9B-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-112 Certificate of Authorization #9503 FL5444-R2 Revision 2: 07/27/2009 Page 10 of 10 Florida Building Code Online Page 1 of 2 MI NT OF !Unity Affairsi u 1 ;i •. Ed, Ile, 0110's "go SCIS Home Log In 1 user Registration I Hot Topics Submit Surcharge j Slats S Facts Publications FBC Staff , SCIS Site Map : Links Search Product Approval _ USER: Public User Product Approval Menu > Product or Aopllcation Search > Application Us t > Application Detail FL # FL11915-Rl Application Type Revision Code Version 2007 Application Status Approved Comments Archived r Product Manufacturer Atlas Roofing Corporation Address/Phone/Ercall 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 (770)933-4477 etodd@atiasrooflng.com Authorized Signature Ed Todd etodd@atiasroonng.com Technical Representative Ed Todd Address/Phone/Email 2000 Rlveredge Pkwy Suite 800 Atlanta, GA 30328 (770)933-4477 etodd@atiasroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nleminen developed the Evaluation Report Florida License PE -59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 03/01/2012 Validated By John W. Knezevlch, PE r Validation Checklist - Hardcopy Received Certificate of Independence FL11915 RI COI Trinity ERD Certificaiton of Independence,Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2001 ASTM D226 1997 ASTM D2626 2004 ASTM D4798 2001 ASTM D4869 2004 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 11/17/2010 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 Summary of Products ASTM D6380 2001 ASTM D6757 2002 ASTM G155 2004 TAS 103 1995 TAS 110 2000 Method 1 Option D 04/24/2009 04/27/2009 05/01/2009 06/09/2009 Page 2 of 2 FL 3t Model, Number or Name Description 11915.1 lAtlas Roof Underla menu HVHZ Roofing Underla ments for use In HVHZ jurisdictions Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11915 R3 II er042409FINAL Atlas Underlavments. HVHZ FL11915-R1,Ddf Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for limits of use. Evaluation Reports FL11915 R1 AE er042409FINAL Atlas Underlavments, HVHZ FI-11915-11I.Ddf Created by Independent Third Party: Yes 11915.2 Atlas Roof Underlayments (non- ments for use In non-HVHZ jurisdictions RooE HVHZLimits of Use Instructions Approved for use in HVHZ: No FL1er042409FINAL Atlas Underlavments. o -R f Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FL11915 R1 AE er042409FINAL Atlas Underlavments. non-HVHZ FL11915-R1. df Created by independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1824, fax (850) 414.8435 0 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: --` s�ttrit y11StOn' : U Trg.tbe uir� r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 11/17/2010 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY I ERD 353 CHRISTIAN STREET, UNT #13 QOOXFORD, CTI 6478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12630.12.08-HVHZ-R2 2000 River Edge Parkway FL11915-R1 Atlanta, GA 30328 Date of Issuance: 12/23/2008 Revision 2: 04/24/2009 SCOPE: This Evaluation Report is issued under Rule 913-72 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 2007 Florida Building Code (HVHZ). DESCRIPTION: Atlas Roof Underlayments (HVHZ) 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. TrinitylERD 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 "Trinity IERD 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 7. Prepared by: The facsimile seal appearing was authorized W : ; w by Robert Nleminen, V.E. on 04/24/2009 ,R,<^ •LCT,: ;? : '%Fs;'' This does not serve as an electronically signed Robert J.M. Nieminen P.E. Nieminen, �y a ' ' document. Signed, sealed hardcopies have been •'4, 41 WO .ua��:''�' transmitted to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1963 to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. TrinitylERD 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. VTRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Atlas Roofing Corporation, have demonstrated compliance with the following sections of the Florida Building Code (HVHZ) 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 1518.4, RAS 115, RAS 118, RAS 119, RAS 120 Physical Properties ASTM D226 1997 1507.2.4, 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 2001 1518.4, RAS 115, RAS 118, RAS 119, RAS 120 Physical Properties ASTM D2626 2004 TAS 110, RAS 118, RAS 119, RAS 120 Physical Properties ASTM D6380 2001 1523.1.1 Physical Properties TAS 110 2000 TAS 110 Physical Properties ASTM D224 1996 TAS 110 Physical Properties ASTM D249 1996 1523.6.5.2.1 Physical Properties TAS 103 1995 1504.6 Physical Properties ASTM G155 2004 TAS 110 Accelerated Weathering ASTM D4798 2001 3. REFERENCES: Entity PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) ICC -ES (EVL 2396) Miami -Dade (CER 1592) Miami -Dade (CER 1592) Polyfoam Products UL(QUA1743) UL(QUA1743) UL(QUA1743) Examination TAS 103 TAS 103 / ASTM G155 ASTM D226 ASTM D1970 TAS 103 / ASTM D4798 TAS 103 / ASTM D4798 ASTM D1970 ASTM D1970 ASTM D226 ASTM D2626 ASTM D4869 ASTM D6757 ASTM D6380 ASTM D6757 IBC Compliance HVHZ Compliance HVHZ Compliance AC152 Adhesion Quality Control Quality Control Quality Control Reference NEI -006-02-01 NEI -045-02-01 ATL -033-02-01 NEI -029-02-01 NEI -045-02-01 NEI -053-02-01 NEI -062-02-01 02-NK40952 02-NK40952 02-NK40952 02-NK40952 02-NK40952 02-NK40952 08CA18320 ESR -1783 07-0927.05 08-0108.03 Polyfoam List File No. TGDY.R14902 File No. R25794 Service Confirmation Date 08/12/2003 05/10/2007 08/16/2007 10/19/2007 03/17/2008 04/30/2008 01/14/2009 02/27/2003 02/27/2003 02/27/2003 02/27/2003 02/27/2003 02/27/2003 04/25/2008 05/01/2007 12/27/2007 05/15/2008 04/02/2009 07/19/2008 02/06/2009 04/23/2009 Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL1191S-R1 Revision 2: 04/24/2009 Page 2 of 7 VTRINITY IERD 4. PRODUCT DESCRIPTION: 4.1 #15 SPECIFICATION FELT is an ASTM D226 Type I asphalt -saturated organic felt. 4.2 #30 SPECIFICATION FELT is an ASTM D226 Type II asphalt -saturated organic felt. 4.3 #43 BASE SHEET is an ASTM D2626 asphalt -saturated and coated organic felt. 4.4 GORILLA GUARD@ is a glass mat reinforced, asphalt -saturated roofing underlayment that meets the performance requirements for an ASTM D226, Type I organic felt. 4.5 SUMMIT""' SYNTHETIC UNDERLAYMENT is an inorganic, high strength woven polypropylene fabric underlayment that meets the performance requirements for an ASTM D226, Type I and II organic felt. 4.6 WEATHERMASTERT"" GRANLAR ICE & WATER PROTECTION is an ASTM D1970 self -adhering, glass mat reinforced, granular surfaced, SBS modified roof underlayment. 4.7 WEATHERMASTERTM POLYSEAL is an ASTM D1970 self -adhering, poly -fabric surfaced, high -temp, SBS modified roof underlayment. 4.8 WEATHERMASTERTm TU ULTRA is an TAS 103 / ASTM D1970 self -adhering, woven polyester surfaced, SBS modified tile underlayment. 4.9 #55 SMOOTH ROLL ROOFING is an ASTM D6380, Class S / ASTM D224 asphalt -saturated organic roll roofing sheet that meets the performance requirements of ASTM D2626. 4.10 SLATE/TILE UNDERLAYMENT is an ASTM D6380, Class M / ASTM D249 asphalt -saturated organic roll roofing sheet. 4.11 #90 MINERAL SURFACE ROLL ROOFING is an ASTM D6380, Class M / ASTM D249 asphalt -saturated organic roll roofing sheet. S. LIMITATIONS: 5.1 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2 #15 Specification Felt and Gorilla Guard can be used in any approved prepared roof assemblies where ASTM D226, Type I underlayment is specified and installed with prescribed approved fasteners and fastener densities. 5.3 #30 Specification Felt and Summit"m Synthetic Underlayment can be used in any approved prepared roof assemblies where ASTM D226, Type II underlayment is specified and installed with prescribed approved fasteners and fastener densities. 5.4 #43 Base Sheet and #55 Smooth Roll Roofing can be used in any approved prepared roof assemblies where ASTM D2626 underlayment is specified and installed with prescribed approved fasteners and fastener densities. 5.5 WeatherMasterT"' Granular Ice & Water Protection, WeatherMaster'M Polyseal and WeatherMasterym TU can be used in any approved prepared roof assemblies where ASTM D1970 underlayment is specified. 5.6 WeatherMasterTm TU can be used in any approved prepared roof assemblies where TAS 103 underlayment is specified. 5.7 #55 Smooth Roll Roofing can be used in any approved prepared roof assemblies where ASTM D6380 Class S / ASTM D224 underlayment is specified. 5.8 Slate/Tile Underlayment and #90 Mineral Surface Roll Roofing can be used in any approved prepared roof assemblies where ASTM D6380, Class M / ASTM D249 underlayment is specified and installed with prescribed adhesives (e.g., D312, type IV hot asphalt). Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 3 of 7 VTRINITYIERD 5.9 Allowable prepared roof covers applied atop Atlas Roof Underlayments (HVHZ) are follows: Table 1: Roof Cover Options for Atlas Roof Underlayments (HVHZ) Underlayment Asphalt Nail -On Tile Foam -On Metal Wood Shakes Slate ASTM D226, Type II #30 Specification Felt Shingles Tile 3.01A & Shingles #15 Specification Felt Yes: No No Yes: Yes: Yes: Anchor/Base Sheet #30 Specification Felt, #43 Base Sheet or 2layers 2 2layers 2layers 2layers #30 Specification Felt Yes Yes Yes Yes BaseYes: BaseYes: #43 Base Sheet Yes Yes Yes Yes Base Layer Ba Layer Gorilla Guard Yes: No No Yes: Yes: Yes: 2layers 2layer 2layer 2layers Summit Synthetic Yes No No Yes Yes Yes WeatherMaster Granular Yes No No Yes Yes Yes Ice & Water Protection WeatherMaster Polyseal Yes No No Yes Yes Yes Yes WeatherMaster TU Ultra Yes Yes Top Layer Yes Yes Yes See 5.9.1 #55 Smooth Roll Yes Yes: Yes: Yes Yes Yes Roofing Base Layer Base Layer Slate /Tile Yes: Yes: Yes: Yes: Yes: Underlayment Top Layer Top Layer Top Layer No Top Layer Top Layer See 5.9.1 #90 Mineral Surface Roll Yes: Yes: Yes: Yes: Yes: Roofing Top Layer Top Layer Top Layer No Top Layer Top Layer See 5.9.1 5.9.1 "Foam -On Tile" is limited to use of Polyfoam Polyset applications unless data from an accredited testing laboratory for alternate foam -adhesive with Slate / Tile Underlayment, #90 MSRR or WeatherMaster TU Ultra underlayments in accordance with Miami -Dade requirements is provided. 5.9.2 For tile roof installations governed by RAS 118, RAS 119 and RAS 120 use is limited to the following: Table 2: Tile System Options for Atlas Roof Underlayments per RAS 118, 119 or 120 System Underlayment Option Section Reference Atlas Product(s) ASTM D226, Type II #30 Specification Felt ASTM D2626 #43 Base Sheet or #55 Smooth Roll Roofing 1 3.01A RAS 118 ASTM D6380, Class M Slate /Tile Underlayment, #90 MSR RAS 119 Anchor/Base Sheet #30 Specification Felt, #43 Base Sheet or RAS 120 2 3.021) #55 Smooth Roll Roofing Self -Adhered Underlayment WeatherMaster TU Ultra Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 4 of 7 TRINITY I ERD 5.10 Install self -adhering underlayments when surface temperatures are minimum 45°F and rising. 5.11 Exposure Limitations: 5.11.1 #15 Specification Felt, #30 Specification Felt, #43 Base Sheet and #55 Smooth Roll Roofing shall be covered as soon as possible after installation; exposure for more than 24 hours after installation could adversely affect performance 5.11.2 Gorilla Guard@, SummitTm Synthetic Underlayment, WeatherMaster"m Granular Ice & Water Shield, WeatherMasterTM Polyseal, Slate/Tile Underlayment and #90 Mineral Surface Roll Roofing shall not be left exposed for longer than 30 -days after installation. 5.11.3 WeatherMasterT`° TU Ultra shall not be left exposed for longer than 90 -days after installation. 6. INSTALLATION: 6.1 Atlas Roof Underlayments shall be installed in accordance with Atlas published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Approved Assemblies: 6.3.1 System E(1): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: Minimum two plies of #15 Specification Felt or Gorilla Guard@ with a minimum 19" wide headlap and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.3.2 System E(2): Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 5of7 V 1 KINITYIERD 6.3.3 System EM: Underlayment mechanically fastened to deck Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Underlayment: One or more plies of Summit'"' Synthetic Underlayment with minimum 4" wide head laps and a minimum 12" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.3.4 System EW: Base underl_ayment mechanically fastened to deck, too laver adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Top Layer: WeatherMasterT`° Granular Ice & Water Shield or WeatherMaster'm Polyseal, self -adhered to the base layer with minimum 3" head laps and minimum 6" staggered end laps. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate. 6.3.5 System EM: Base underlavment mechanically fastened to deck. too laver adhered Deck Type 1: Wood, Non -Insulated Deck Description: Min. 19/32" plywood or wood plank Base Layer: One or more plies of #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 4" wide head laps and a minimum 6" wide end laps, mechanically fastened to deck. Fastening: HVHZ Approved nails and tin caps 6" o.c. at lap and two equally spaced staggered rows 12" o.c. in the field. Mid Layer: (Optional) #15 Specification Felt, Gorilla Guard@, #30 Specification Felt, #43 Base Sheet or #55 Smooth Roll Roofing with minimum 3" wide head laps and minimum 6" wide end laps in full 25 lb/sq ± 15% mopping of ASTM D312, Type IV asphalt. Top Layer: Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing with minimum 3" wide head laps and minimum 6" wide end laps in full 25 lb/sq ± 15% mopping of ASTM D312, Type IV asphalt. Headlaps shall be back -nailed 12" o.c. with HVHZ Approved nails and tin caps. Or WeatherMasterTm TU Ultra with a minimum 4" side lap and 6" end lap. Surfacing: HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile. Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 6 of 7 (TRINITY I ERD 7. LABELING: 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. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 98-72 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847)664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-R1 Revision 2: 04/24/2009 Page 7 of 7 1'101'I0iI 0UIICIIII" l VUC V1711111 n , r ( 1'.1`�l I Ol' I Ti EC!S Horne Leg in User Feg'St:8001, Ha Tcorty Subrf•t Surcbei ;t Stals 6 °ani Puubcalrons FOC Staff :r!g Sao :•lac -rrts Scar cr• f� �:1.'Product Approval USER: user i nr„r,a,-pprwat ::.•rru -• p:..:.ra �: -, ,a..;,uv- : .%r:•. • Application List Search Criteria ftr: ilne Search Code Version 2007 FL= 12194 Application Type ALL Product I.lanufacluler ALL -Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL -Product Model, Number or Name ALL Product Description ALL •Approved for use In HVHZ ALL Approved for use outside HVHZ ALL 'Impact Resistant ALL Design Pressure ALL .Other ALL :Search Rpsultc - Annliratinnc I Deportment of Community Affairs Florida Building Code Online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1620, Fax (850) 4l4-6436 ® 2000.2030 The State of Florida. All rights reserved. Prn'acYSfiteaeat I QaXL OA[ statement I Accessibility statement I Plug-in softvrare I Catglper S Mj;p S rty. 1 CalituLo Product Approval Accepts: WV, et y�ilily tK ur�d .rarrr. http://hviv\v.floridaUuildin4,).org/pr%pr_app_Isl.aspx 6!24/2010 FLtt —— Type Manufacturer - -- Validated By Status -- John W. Knezevlch, PE Approved FL12194 New Aluminum Coils, Inc. Category: Panel Walls (954) 772-6224 j Subcategory: Soffits Deportment of Community Affairs Florida Building Code Online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1620, Fax (850) 4l4-6436 ® 2000.2030 The State of Florida. All rights reserved. Prn'acYSfiteaeat I QaXL OA[ statement I Accessibility statement I Plug-in softvrare I Catglper S Mj;p S rty. 1 CalituLo Product Approval Accepts: WV, et y�ilily tK ur�d .rarrr. http://hviv\v.floridaUuildin4,).org/pr%pr_app_Isl.aspx 6!24/2010 C) cx� LLJ �7- z co co Le J "OT - I D Z z L O Ce Li. w L n1 FLORIDA WIND ZONE COMPLIANCE WORKSHEET, b c 30 ft, Category II, enclosed FSC Section 1609 12" panel, F -Channel & Fascia Wind Speed (mph) 3 -second gust ' c W c 0 N Product Dim, Wall Side, F. Channel Fascia Side, Soffit Fascia Cap Attach Design Pressure 90 100 110 120 130 140 ISO Attach (psf) OK OK OK OK OK OK NO B Aluminum Coils 16" x 12' 24" o.c. to wood or block substrate 16' o c. 36' o c 400 OK OK OK OK NO- NO NO C Interior Zone 4 OK OK OK NO NO NO I NO D OK OK OK OK NO NO NO B End OK OK NO NO NO NO NO C (corner) Zones OK NO NO NO NO NO NO D 111:.. �. .: �i' .:I '1. t ..+.I .1 .. .. •.n:1 .. 1.3t •::: .iu!•:r.: u'-ul al:a b: ar r.: �.-s.E hif.�:• ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) "F" CHANNEL ryr HLw:h :•:a.l FASCIA LIP 1/4" -STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL TRINITY ERD Evaluation Report, A 13360.02.09 EXTERIOR RESEARCH AND DESIGN, LLC. Aluminum Coils, Inc. • FL 12194 Certificate of Authorization $09503 Date of Issuance: 0212612009 Robert Nieminen, PE -59166 Appendix 2, Page I of 3 TRINITY ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09 FL12194 Date of Issuance: 02/26/2009 SCOPE: This Evaluation Report is issued under Rule 9B-72 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. The product described herein has been designed to comply with the 2007 Florida Building Code. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Each unit shall bear labeling in accordance with requirements of 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 "Trinity I ERD 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 3, plus a 5 -page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert filemmen, P.E. on 02/26/2009 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. TRNITY ER D ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code 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 1609.1 / 104.11 Wind ASTM E330 2002 3. REFERENCES: Entity Examination Reference Date CTL (TST 1577) ASTM E330 CLTA 1847W 05/01/2008 PFS (QUA 1680) Quality Assurance QC Contract Transfer 05/15/2008 Internal Document Notice of Sale Transfer to Data 02/11/2009 4. PRODUCT DESCRIPTION: This Evaluation Report covers Aluminum Coils Aluminum Soffit, produced of nominal 0.0135 -inch thick aluminum in 16 -inch sections. Panels are available with various net free ventilation areas, depending on whether a 'full vent' or 'center vent' configuration is utilized. This evaluation is limited to 12 and 16 -inch panels installed in standard roof eave applications. See Appendix 1 for component drawings and Appendix 2 for installation methods. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.3 Limitations relating to wind load performance are provided in Appendix 2. 5.3.1 Use of Appendix 2 is limited Category II, enclosed buildings. For 16 x 12 -inch soffits, Page 1 provides for eave heights < 30 ft and Page 2 provides for eave heights between 30 ft to < 40 ft. For 16 x 16 -inch soffits, Page 3 provides for eave heights < 30 ft. For buildings having conditions in excess of these parameters, a qualified design professional shall determine design pressures in accordance with FBC Chapter 16 on a project -specific basis for comparison to wind load resistance data noted in Appendix 2. 5.3.2 The design pressures noted in Appendix 2 already include a margin of safety applied. 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Nails for F -channel installation at wood substrate shall be minimum 3/8 -inch head diameter nails of sufficient length for minimum 11/4 -inch embedment into the wood substrate. T -nails or stub nails for F -channel installation at CMU block wall shall be minimum 0.097 -inch diameter of sufficient length for minimum 5/8 -inch embedment into the block wall. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. Exterior Research and Design, LLC. Evaluation Report A13360.02.09 Certificate of Authorization #9503 FL12194 Date of Issuance: 02/26/2009 Page 2 of 3 T RINI-1Y ERD 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the viood or block substrate to the minimum embedment depths noted above. 6.3 Panels shall engage the F -channel receiver to its full engagement depth, minimum 0 74". 6.4 Staples for soffit installation at the fascia board shall be minimum 3/8 -inch long x 3/8 -inch crown staples made from 0.044 x 0.050 -inch wire. 6.5 Nails for soffit / fascia cap installation at the fascia -side shall be minimum 13/: -incl, long x 0.072 -inch diameter with a 3/16 -inch diameter head. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Tampa, FL 9. QUALITY ASSURANCE ENTITY: PFS Corporation - QUA1680 - THE FIVE (5) PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09 Certificate of Authorization #9503 FL12194 Date of Issuance: 02/26/2009 Page 3 of 3 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUrM 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 315-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.757, titled "Alum Sliding Glass Doors -Non -Impact', sheets 1 through 16 of 16, prepared by manufacturer, dated 06-20-07 and last revised on 10/30/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Approved Hurricane Protection Devices complying w/ FBC 2004, as applicable are required. Limitation: 1. Use of Table 1, requires No reinforcements. 2. Use of Table 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA # 07-0403.02 consists of this page l as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. QMMIAMI•DADE COUNTY NOA No. 08-0213.03 Expiration Date: May 22, 2013 Approval Date: April 24, 2008 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07-0403.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.757, titled "Alum Sliding Glass Doors -Non -Impact sheets 1 through 16 of 16, prepared by manufacturer, dated 06-20-07 and last revised on 10/30/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reporton 1) Air. Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-31 l6, FTL-3117, FTL- 3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202-94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04-1220.05) C. CALCULATIONS (Transferred from file # 07-0403.02) l . Anchor verification and comparative analysis dated 03-28-07 and last revised on 08/22/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS -1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Request for renewal dated 02/11/08 and statement that product has not been changed issued by PGT, signed & sealed by Robert L. Clark, P.E. 2. Statement letter of conformance and no financial interest, dated 03-28-07, signed and sealed by Robert L. Clark, P.E. (Transferred from file # 07-0403.02) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews NOA # 07-0403.02, expiring May 22, 2008. 2. Previous NOA associated files: # 04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. Is* I. Chanda, P.E. Product Control Examiner NOA No. 08-0213.03 Expiration Date: May 22, 2013 Approval Date: April 24, 2008 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07-0403.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.757, titled "Alum Sliding Glass Doors -Non -Impact", sheets l through 16 of 16, prepared by manufacturer, dated 06-20-07 and last revised on 10/30/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL- 3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202-94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04-1220.05) C. CALCULATIONS (Transferred from file # 07-0403.02) 1. Anchor verification and comparative analysis dated 03-28-07 and last revised on 08/22/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Request for renewal dated 02/11/08 and statement that product has not been changed issued by PGT, signed & sealed by Robert L. Clark, P.E. 2. Statement letter of conformance and no financial interest, dated 03-28-07, signed and sealed by Robert L. Clark, P.E. (Transferred from file # 07-0403.02) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews NOA # 07-0403.02, expiring May 22, 2008. 2. Previous NOA associated files: # 04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. Isha4 1. Chanda, P.E. Product Control Examiner NOA No. 08-0213.03 Expiration Date: May 22, 2013 Approval Date: April 24, 2008 E-1 ru Q W w N M 'Q U, % m� M M 1D NM o je w M Z .I N FWayO 'ppZ ui[°°� vig °- s. 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ADDITION TO SOUTH SANFORD, according to the plat thereof as recorded in Plat Book 1, Page 73, of the Public Records of Seminole County, Florida. OFFICE PERMIT # -11-,z,2 u XrL X�0. _.�.-----------(J.--44!R - a 4TM .--STREET.----------,7'- X �.�0 1 N I � X'0 X ti 89'47'44" 60. �ti0 i SEI WON ---- W 13x2O CAD 13x2 I Z I U n M cn M 0 .4 I m 12 u. .50 p O O 0 N ;V -0 bN V- p o rn"p ti 0� r LAO N W La u b L? � C� C14X A ig z N X (V 04 m rn N N CV O � a O 29• O 23.50' oD z z I 8. -I- � A !\ii/11 N I TYPE "A" o I DRAINAGE I ;6�y 0, 9 ,b X X 1P 1�. X �0. 'C- 04 t i N 89'47'44" E 60.00' coRNEa� L5 - - i i_ 20 .i 10 I SCALE: 1"=,30' SURVEY NOTES: 1) The street address of the above-described property is 1309 West 14T" Street. 2) The above-described property lies in Flood Zone X. 0 cn a WJ Q 8 SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the RiniAA Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. TO: R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 327724823 ( 407) 322-2000 PROJECT NO: 11- 244- SURVEY DATE: Z6 Aft&VST Z01( p W O N .A N N N �• W�J �V�p O � � W�V �1y§u �a�� OWJ cv — c+1 g a W 4�� d p ° Wo cm m<mrl W d1 W 0 Q w Kj-E N IQuz4 L� I'A o� uj Upm0W z��o3 L N n/ v J �1 LL •U ¢ N K LL O d1 N V W pay u m > oo d l�• 11 Z 5 oNyS U a QO J 0 `" Q"' (D w �— 9 �90 mG C! m HUM J O >Z<��� � I- O -i 1wu w O �IV� n 90�� m — W`�®�6Q a^ ° 1- gm�o~g li ,tt W Q J O d = o_dpW g� ~ n�,�yoya°�*k! n WWW,_" od v > HJ w O ry4 O wso �11 0 CD a -� L��,ly�rodo`�-oa Iw-u� d I - Z J 0 U - CL� OW J-V a i W= Q L m �- 3 W - O p LL A 0 X ?- o° ^W_ ^ �� p U ��'m n H�� n� Q Q m3 o Q u u p z z W w'- -u� 3 ,°_,^ 0 3 �i-i�W���11$�I�a��$y�y O O J O Q �V rc m m -WdVyLL W^JQ��Wy O OZa m yJ �� U U V O J N to Z Z 1 Or �aiid7q Ztggh FCC @ wi N� J ` awn 0¢m�¢ ;BOO ° �- �- Q 1�� leo @Wyp� ; 3 it /� � a� �� 7° �3$ W 96- i ao �' n. - �► O O O O O O 5 D O J ° P� aN a 1- =4o^Q�y S� i3l gW -W—z?< a 0 0 0 W J ►— �— [D m �— D " O t i^o ^ 4Wt to $iK�Q.ii(1 1 HvIr �ma823 g o �U X� 5m N 2J LJ.. 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