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1215 Randolph St 11-2026; PLUMBINGr 14 . -1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' Z Z ' Documented Construction Value: S "o ?-"%S'4 • v. 3 Job Address: Z- I 0-C,"01 s2L -(:t Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name ' "` '` `` --i Phone: Street: Resident of property? City, State Zip: lam Contractor Information Name / CA j e-_)- _, c Phone: '*41 Street: S U Fax. yz)i -3 City, State Zip: F-,L- 3 -L I-- State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION G l— — C osr -).P.i'i Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Stgnat a of Contractor g Date Sc_ . + Print Contractor/Agent's Name Signature of Notary-Stgte SLf Florida Date v cve, MARTHA Y. HALL Notary Public • Slate of Florida E My Commission Expires Feb 1, 201 Commission # DD 720365 Bonded Through National Notar Accn Contractor/Agent t s a Produced ID Type of ID WASTE WATER: FIRE: BUILDING: Rev 11.08 08/;09/.2011 10: 21 11/07/2010 22:13 407-322-8641 4073238954 AWANTAGE PLUMBINb PAGE 01/01 PAGE 01 ADVANTAGE PLUMBING, INC. Po Box 1117 Sanford, FL 32?72-1117 607•323.7815 pax: ao7-323.8854 PROPOSAL Page No of Pages PHONE: DATE B-16-11 PROPOSAL. SUBMITTED TO: jog NAME. 1215 Randolpn St. NAME; Corinthian Builders Sanford PO Box 950850 Lake Mary, FL 32795-0850 nc.v 1--- ..... - -_ Re pipe entire house in CPVC. Run new washing machine drain line into sewer. Install new Moen 67430 kitchen sink valve. . r iN 3l ,,,,)6P, Install new enamel steel bath tub with Moen 62320 rough valve, TL183 trim and 3867 hand- held on slide -bar, Install new 19" round china lavatory with Moen L64621 faucet. Install Mansfield AAA water closet. t%f FOR / ,; f,,t - uP+sA any r.C, accordance with the @bov@ selr We hereby propose to fumish labor end meterlat@ — complete in payment tobe made as fellows: Two t o sand ine hundreg I dollors $2 950.00 All rrraterlel Is guaranteed tc bR as specified. All werir to t!' Cpnlpleted in workmanlike proposalsubieottoseWaneVY01n30daysandisVoldthereafterattheoptionofthetuthorazod The above prices• speoiF bo^° and condtdons are hereby accepted. You are mad@ PE outlined abMra. ACCEPTED: to standard practice.-1. to do tho work as spe0ed• Payment wtll be signature „ / L ' L Date7-- Signature CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1.5('L:.),l•o Job Address: /.,-2/5 a 7 _/ 'A f Parcel ID: Historic Distil No Zoning: S Z Description of Work: Lled;'IC C-L,e 9/7c- At, /Cac h O x Plan Review Contact Person: Title: Phone: 40 3Z I Fax: E-mail: Property Owner Information Name Sheet: City, State Zip: Phone: Resident of property? : V-e Contractor Information Name Sheet: City, State Zip: le `ZL, 4Z 1- >a 7/G Name: Street: City, St, Zip: Bonding Company: Address: Building Permit D Square Footage: No. of Dwelling Units: Electrical New Service— No. of AMPS: Phone: /,"% >Z / 6;-///"/ Fax: State License No.: cspat %5 11.21 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical O (Duct layout required for nc%v systems) J J Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm O 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: 1 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 you fees when the permit is released. Signature of Owncr/Agenl Date Signature o ontractor/Agent Dale Print Owner/Agent's Name Signature of Notary -Sole of Florida Datc Chvncr/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Print tractor/Agent's Name Sign re og;dolaq to e e DEBBIE BLANTON Notary Public • State of Florida• i My Comm. Expires Feb 25. 2015Commission # EE 60182 Bonded rhrottpA National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER - BUILDING: Rev 11.08 1 SEP 8 2011 I• REVISION D PERMIT # / I 2. 2 to DATE -?e l t PROJECT ADDRESS / ZI S 010 DO L,o CONTRACTOR &7j 13 Ji d tn / rty' •,,. r r, clh PHONE # q o7 y o 3 FAX # L/ U 7 :3 22 - CONTACT PERSON a) e jL ):t> V l C S) IL - DESCRIPTION OF REVISION Q t 9" e'( C-- jl 12 6f L /!-e e .S t /l-6P-'G r4 v° t7- i / O a_ ; 0 AZ V7?-r2 G, H It U vs 6- IL DEPT F P ANNING / NJ4 -yK M r-.wrvve t UILDING s 1 • BY: CEIVEDAUG Q 12011 CITY OF SANFORD BUILDI G &FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 119, 5 3 / • 0 6 Job Address: /d IS- 2rtn-i Do L Pi-4 S r Historic District: Yes No 1' Parcel ID: '31 '19-31-s"C% y -020C, 069 C) Zoning: Description of Work: S' li I If M D M 6 2 L-P A 112 S rO cf/Z i3- ri19 e r fc.D ,S e oiO.0 v v wo2l Plan Review Contact Person: t C 1L J1 C)V q eS I!C Title: esz us Ot;7- Phone: `o7 403 - i 5"1% Fax: N07 "32Z- E-mail: Ricrcr- /itA:,et7eS. collf Property Owner Information Name I -jMIM) C L6lv1t-,-4T-iN6 Phone: '40-7 Street: /z. l S 2r7-ti Do c-r°r1 S i Resident of property? City, State Zip: S ^'r'o' r r c 3 27 f Contractor Information Name C0UILOLIZ, :C Street: ° City, State Zip: L,4 r< c rt,1i92 `, r% 3 z Phone: y o 7 L/ Fax: y' 7 3 State License No.: C GFC Oy P 2 4 E, Architect/ Engineer Information Name: P t-i 1, , LS o N y /ASS OC Street: 4 G,- &- Lotb l-ot t:f/2 S N" e-Laj rf L) 6 City, St, Zip: q t-rst.r1 07J *re- %, w 4., f- L 3 2-7 / Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical O Phone: ya'7 &£52- 4106Z Fax: `/ f 7 l0 8 2- - .3 f?y/ E- mail: i1HW IZ 0 c oy-TOW ft,,0k-,r l c-T' Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing O New Service - No. of AMPS: Mechanical 0 (Duct layout required for new systems) a. New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: P. 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. OJO /Y) A41, , A I OL 1 :2 —11SiazureoAmer/Agent Date IQ'1nP. (nm• Print Owner/Agent's Name 7 Signa a of No -State of Florid Date 1 t MY COMMISSION I EE 060679 EXPIRES: January 31, 2015 OF F. op° Wad Tlra BMW NoWy Steviw Owner/Agent is / Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: 4 1&- ' 7 A, 1 / Signature of Contractor/Agent Date r4?1 r. f4 in2.6 V-,OvVrc S l 14-1 _ P / o C;, J Print Contractor/Agent's Name Sign re of Notary -State of FloriDate JOHN G. CORVILLE MY COMMISSION I EE 060679 EXPIRES: January 31, 2015 Bonded TNu BAel Not" sewn Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: — 4 ii Rev 11.08 T+L E!gD CITY OF SANFORD G & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: ./,? IS- 0 0 -L P 1-I s i Historic District: Yes No Parcel ID: 3 1-1°) -31-5"O y-0200 -069 0 Zoning: Description of Work: H I D M 6 i2 t"p A 2 S P e2 r--1-T Ty e H-cD S e oN-c", o r LvO2k Plan Review Contact Person: L iL 1 O V 4 zS I1L Title: esZ t,S i Oz5-I 7— Phone: yo7 yo3-S'(FSg Fax: `!07-3Z.Z- (o / Ricks „ „ coeE-mail: Corr rsr 9- S Property Owner Information Name) ''M070 C LCA4E,7 $7-root' Phone: 1-10-7 Street: / Z. / S' 1,9-,_! D p 1- r° 11 S i Resident of property? : 5 City, State Zip: 0. 1 Contractor Information Name Cor2;rk rn,1 lSl llnt 2S, /,-jC Street: ° O r30 X 0) SU $S"l7 City, State Zip: Lg K s n1192 3 Z 79S Phone: /-/ t' 7 b 6.3 - -S ., S-9 Fax: yh 7 3 2. Z. - !ft & y / State License No.: C. (?L 0'. r 8 2 4 E' Architect/Engineer Information Name: 0" wL5 0 no Y OC Street: tf (6!c tyo+ "e 2 S 1=i e-L_o ig- 6 City, St, Zip: 4LT'14Nr6-rs Ter <Pa^%4, rL 3 27 / Bonding Company: Address: Building Permit Square Footage: _ No. of Dwelling Units: Electrical Phone: y0_7 & 5 2 - 906Z Fax: i1' 7 !- 0 Z - 3 5'y/ E- mail: 2H W e C am>-W-,e ft.y,r`1 Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: x ce ot4-6„t-L4) Plumbing New Service - No. of AMPS: Mechanical ( Duct layout required for new systems) 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. atureo erlAgentV Date C, _e 1 n ( nrYl Print Owner/Agent's Name Signs a of No -State of Florid Date ot,ar n g JOM G. OORVILLE rFO# MY COMMISSION / EE 060679 EXPIRES: January 31, 2015 i fldft ded Tlru &4d N" Senioes Owner/ Agent is JLI"*' Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: 11 M ) UTILITIES: ENG ' 2' I FIRE: COMMENTS: 1y&e_ ravel of It.,,, r r,, cvct hi— Signaturi- o—f Contractor/Agent Date Print Contractor/Agent's Name Sign re of Notary -State of Florid6f Date JOHN G. CORVILLE A MY COMMISSION I EE 060679 EXPIRES: pJ,a,nuary 31, 2015 w0"v1Bw&d Thu Budgl et ..oqSeivims Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: Rev 11. 08 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: ,,e Iv Firm: Cork i (JVC. Address: P. L-) 9 S 08S-O City: [,.-.oy e- X State: Zip Code: 32795 - O8 S Q Phone: Mb7• Vu3•S6S-5 Fax:yu7• ?Z-t •&,w( Emailw-- Property Address: 1I1 2 I S Property Owner: Parcel identification Number: 3 I. 1 q - 31 - 50 q . d 2O0 tad i D Phone Number: L4U'7 .93Co • yCv,I( Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) FO 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: N A Datum: N h, FIRM Panel Number: VtO 1R q OO '7cD J Map Date: q - 7,8 •0-7 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 Ei;' The parcel is not in the: [9400dplain floodway The structure is in the: floodplain floodway DKThe structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: I(^ 2oZc. Reviewed b: V Date: T:\ Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc 7BX IVED D 1 2011 CITY OF SANFORD BUILDI G & FIRE PREVENTION PERMIT APPLICATION Application No: aZ Documented Construction Value: $ Li 0), Job Address:/2 /S' Z+,J Do I. PH s i Parcel ID:31-19 -31-5c%N-02oo -oogo Description of Work: H 11' 1 OM6 2L-Pq12S o Historic District: Yes No 9' Zoning: 2 mr7/6 e H-aD S L oto-g' V F w026 Plan Review Contact Person: Iq 16 L 1` O V yq z S I IC. Title: eP Z u-S # 0 t> 7.— Phone: jo7 yo3-s'lFs' Fax: 1107 -3Z.Z- i?& E-mail:R,cke&,2,..-;st1iP';P_>t3r-OoS-(foti/ Property Owner Information Name I N M 17-10 C L CM &- I T-/N C' Phone: N D -7 Street: l z 1_ 00c-Pr1 S i City, State Zip- '5 Resident of property? : '/C'S- Contractor Information Name Co 2i,; hirn.t COILnt:Zi1 i••%C Street: ° O r3 0 Y °f SCE City, State Zip: Lr4 1< R5 ry1/92 , r= 3 z 7ys-- v$S'D Phone: '-/ 0 7 `•/ 6 3 - S h S" ' Fax: 4/b7 3 2- Z- 13 & y l State License No.: C GtC 0,S' 162 4 -' Architect/ Engineer Information Name: PH WIL5orl-) Y I-.S 50C Street: 4 (o &- W 159-7 H to-/Z S 1=i e2Q 19- J c; City, St, Zip: 4Lr04N16-,JTAr 4.,r"L 327 Bonding Company: Address: Building Permit Square Footage: Phone: yob & £S Z - 906Z Fax: YO 7 <, 8 2 - 3 ;?y/ E- mail: l2H W dlf, f 1Z 0 C MOTOR f C'Nk,/J c0 Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical ( Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and 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. 11F 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. In A A - - - ITSi a u'fo: er/1A`gentlf Date I 0-Q"J'I ne- nmi Print Owner/Agent's Name To L, Z1 I Signa a of No -State of Florid Date XM G. OORVILLE MY COMMISSION I EE 060679 EXPIRES: January 31, 2015a'0.0v EOF rtap Bwxw ThN m dod SaIYIOBi Owner/Agent is 1,/ Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: 42L[ '7 /r bl Signature of Contractor/Agent Date 12t c n'1p k S l K _ P S o ts.J Print Contractor/Agent's Name Sign re of Notary -State of Floriddif Date JOHN G. CORVILLE A MY COMMISSION I EE 060679 EXPIRES: January 31, 2015 n o141Bw4W71vu&9dNotMswpA Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 3emmoie t-ounry rroperty Appraiser uet information by Parcel Number Page I or 1 DAv1D.I09tj60N, CiA,A9A PRO(RTYPE APPRAMER SEMINOLE COUNTY.F1. 1 s 1 2 : : d E i 8 e—ii; 71 12 n9 11 1101 E.FIHST.ST 5l.uFoRo, FL3277t-1460 AG7-6o5-606 1? 15 1 7E 17 f .--. r 3c . ' i" ru VALUE SUMMARY VALUES 2011 Working 2010 Certified Value Method CosUMarket Cost/MarketGENERAL Number of Buildings 1 1ParcelId: 31-19-31-504-0200-0090 Depreciated Bldg Value 33.048 36,846Owner: INMAN CLEMETINE Depreciated EXFT Value 600 600MailingAddress: 1215 RANDOLPH ST Land Value (Market) 14,175 15,750City,State,ZipCode: SANFORD FL 32771 Land Value Ag 0 0PropertyAddress: 1215 RANDOLPH ST SANFORD 32771 Just/Market Value 47,823 53,196SubdivisionName: BEL-AIR SANFORD Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: 00-HOMESTEAD (1994) Save Our Homes Adj 4,932 10,939 Don 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 42,891 42,257 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 42,891 25,000 17,891 Amendment f adjustment Is not applicable to school assessment) Schools 42,691 25,000 17,891 City Sanford 42,891 25,000 17,891 SJWM(SaintJohns Water Management) 42,891 25,000 17,891 County Bonds 42,8911 25,0001 17,891 Potential Portability Amount is $4 932 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount (without SOH): $527 WARRANTY DEED 01/1994 02762 0350 $38,900 Improved Yes 2010 Tax Bill Amount: $347 QUITCLAIM DEED 01/1989 02029 1429 $100 Improved No Save Our Homes (SON) Savings: $180 QUIT CLAIM DEED 03/1988 01939 1998 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS FindComparableSaleswithinthisSubdivisionLAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTION PLATS: Pick... I FRONT FOOT & DEPTH 70 118 .000 225.00 $14,175 LEG E 34 FT OF LOT 9 & W 36 FT OF LOT 10 (LESS S 7 FT FOR ALLEY) BLK 2 BEL-AIR PB 3 PG 79 & 79A BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1952 3 833 1,106 833 CONC BLOCK $33,048 $56,252 etchSketchSkeAppendage / Sgft OPEN PORCH FINISHED / 21 Appendage 1 Sgft ENCLOSED PORCH UNFINISHED / 252 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1952 1 $600 $1,500 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.org/web/re_web.seminole_County title?parcel=31193150402000O90&c... 5/16/2011 0 Florida Building Code Online Page I of 2 FF PERMIT # Io!. N., f UT I all, T -W.- - M-- mm' mW ra. 1 Z OCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 5 Facts Publications FBC Staff SCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > AppliCation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444-R2 Revision 2007 Approved r- CertainTeed Corporation- Roofing PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 215) 274-2350 richard.a.snyder@saint-gobain.com Richard Snyder richard.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 r' Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 06/09/2013 John W. Knezevich, PE F Validation Checklist - Hardcopy Received FL5444 R2 C01 Trinity ERD Certificaiton of Independence.pd Standard Year ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D7158, Class H 2005 http://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtahI g07CSsoy... 2/22/2011 Florida Building Code Online Page 2 of 2 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 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 11 er072709FINAL 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 er072709FINAL Asphalt Shingle FL5444-R2.1)df Created by Independent Third Party: Yes Bndc Nnt Department o/ Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 850) 487.1824, Fax (850) 414-8436 2000.2010 The State of Florida. All rights reserved. Prlvacv Statement I Copvrloht Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: BIMI R M d=ritt R f 4'Cll rlCT\:7-1'It lr; a rull 0 - •! http://www.floridabuiIding.org/pr/pr_app_dt].aspx?param=wGEVXQwtDgtah 1 g07CSsoy... 2/22/2011 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 TRINITY! ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation ERD Evaluation Report 3532.09.05-112 1400 Union Meeting Road FL5444-112 Blue Bell, PA 19422 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 "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 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 rr The facsimile seal appearing was authorized a-r„E 'Or, ; , ' by Robert Nleminen, P.E. on 07/27/2009 This does not serve as an electronically signed document. Signed, sealed hardcopies have been Anr transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does It Intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. TrinityJERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved in the approval process of the product. TRINITY.: ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 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 2O05 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 2O05 3. REFERENCES: Entity Examination Reference Date UL(TST1740) 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(TST1740) 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 Authorisation #9503 FL5444-R2 Revision 2: 07/27/2009 Page 2 of 10 TRINITY': ERD 4. PRODUCT DESCRIPTION: 4.1 Classic Horizon Shangle@, CT20Tm, Patriot'"', XTT"' 25 and XT""' 30 are fiberglass reinforced, 3- tab asphalt roof shingles. 4.2 Carriage House Shangle@, Centennial Slater"', Grand Manor Shangle@, Landmark TM (formerly Lankmark 30), Landmark TM Plus (formerly Landmark 40), Landmark'"' Premium (formerly LandmarkTm 50), Landmark""' TL (formerly LandmarkT"' TL Ultimate) and Landmark TM Solaris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeT"' and Presidential Shake TL TM (formerly Presidential Shake TL Ultimate'"') are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasT`" 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. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All 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 PLp 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-R2 Certificate of Authorization #9503 FL5444-R2 Revision 2: 07/27/2009 Page 3 of 10 6. INSTALLATION: 6.1 6.2 6.3 6.3.1 6.3.1.1 TRINITY - ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2. 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. The number of fasteners and fastener placement is as noted below. Note: "Steep Slope" relates to slopes greater than 21:12. Classic Horizon Shangle@, CT20Tm, Patriot'"', XT7m 25, and XTTm 30: LOW AND STANDARD SLOPE ENGLISH I%" V" I?" 005 null)-"j (305 rmt}- j+ (305 mm)--', r (•l`)mm) I — +Curt I"(2'jmm)•{ 14:, mrn)_ _ — — Yf r,! T r METRIC 1 {»-(% 5nnnj seaterd I Y'(bnrnr) T Ngurr. J 1 ;: flw fnrrr nnJl(for rrr,>)• fd1 sbrugle. Hip & Ridge: Cut Shingles I kurrtsve.. I f — — J — — tf — — ;I Ca;r fap Carr j35mm; sningfe shingle shingle I _ Figurr 11-24• Cut 1nbs. lben lrhn bark to mair, rnp shinghis English duueruions sbouur) STEEP SLOPE liu` lour ntils .lud six spots of a ph:dt roofing ronn•nI' for vwry Intl sinrrgit• (Figure 11-4). AsIA:dl roolim;com-tit nntctiq ASTM D•ij h T)pc: II is mi&t;esn•ri. Le I - i Roofing Cement I Apply 1"(2.5 m'r,) sJr,Es,I z5(•F:.I: r0mm., onmr;. 1-=0 I;b eorr-r Fkwn • / /-d' liv: frnrr nml,\ ivid sir sjx)is If'nsphull a un7rl tit sh•, /i'vop", CAl;fllt\: F*xcessirr osr of roofing remem e:m r:uru <hinglr. to blister. ws Flgrar. 11.25. lnslnllalimr nfmIts along lhr, brps nnArrdgrc 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-R2 Certificate of Authorization #9503 FL5444-112 Revision 2: 07/27/2009 Page 4 of 10 TRINITY;ERU 6.3.2 Carriage House Shangle(D, Centennial SlateTm and Grand Manor Shangle@: LOW AND STEEP SLOPE STANDARD SLOPE list' seven nails and Three >pota of a>ph:dl roofin rcnu•nl for t!V(:I* • full sirm-le lice fire nail: and three spot, of a<)h:dl llsc flee nails fol. crcry full 1,b:u-It:, rnolm ccm m fill full Uirri:i,c Iloos Shai ne :w(1(;:oleuni:d 5! tu t —1 25 I 5 5r mm) 1220 Slate. Apple asphah roofing cemcol I t25 nnn) from encv of shill lr 1• r;ure 17-5) Asphalt roofing rrmcnl nu•etim., X""l;tt W15,14 'Ilpl• II IS i11 Csle(I. nm) 9" nnl) Figan 17-i: flwfrr'e nuilc fur erer7• fdl (;rand Alunor Sbrurglr Gruriago /douse• Sbongle. or Girnlennirrl SGrlr 6.3.2.1 Hip & Ridge: Shanglep Ridge Fikptre 17.15: ,Sbangde" Kidge. I" • {35 mm: rzMl(220 nun) Rooling Cement- Fit;rrrr 17-5: IbYro inslnlhne (;rapt :llrrnnr Sheukles nu slap Agrs. uv seren nnd, aurl Ill) cr spot, r,/ usld rl! n,o/tug u•ruruJ 18 Exposure Remoke tape from the flghl side and fasten SECOND Fasten they . leg side 85 a' RIGHT FIRST LEFT Figure 17-19: hulnllnlion oj.'bmrgle Kidge sbing/CS on bips and rrrlpc.r. 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-R2 Certificate of Authorization #9503 FL5444-R2 Revision 2: 07/27/2009 Page 5 of 10 TRINITY: ERD 6.3.3 Landmark"" (formerly Lankmark 30), Landmarklm Plus (formerly Landmark 40), Landmark7m Premium (formerly Landmark 50), Landmark"m TL (formerly Landmark'"' TL Ultimate) and Landmark TM Solaris: LOW AND STANDARD SLOPE AIETRI( DIMENSIONS 12" 14t/a•. V' 1--(3051nm)-• --(375 mnq-- --(305 mm--{ 1' (25 mm) Release Tape 1" (2' min) --I - Nadablc•r > - -' l - -- - -- Aw ENGLISH DIMENSIONS 12" 1--(305 nun)-• --(305 nmt)-• --(305 rnm)-• I"(25 mm) I" (25 mm)--I -- STEEP SLOPE lise >K nails and (uui >pol> of aNphall 1 unfing cement lot every (till 101011alcd shingle. See below. Mphab mofing cement should meet 15Td1 11145361)pc 11. Apple I" aprnr 01' a pholl tooling eemein undo rich corner aml ai abom 11" Iv 13• in Itom each edge. METRI( DIMENSIONS 12' 113/4" 12"-- I306nun) 37S ntm) 305 min) Y I • I"1 li .l- ., •T ••:115111111)"- •- Wil Arm __t_ ---- R?leas? tape I t For Steep I"-- t 95 rnm) I RoolinU Ccmenl I ENGLISH DIMENSIONS 12' -- 12" — 12- --. 305 irr) 3(h mm) 1-- 305 nml) 251mrn) i _iia—'1 IJ( l25 m Ir) Exterior Research and Design, L.L.C. Certificate of Authorization #9503 LANDMARK Tt 13'/1' 13" 13'/2" 1--(343 mm)--I--(330 nini)-• --(343 mm)--1 1-(2')mm) ME I Figun• 1,p-4: V.w /lair nniA fnr even• Jdl lwiplr LANDMARK TL 034t itua) (3N) m m.; I (34$ Ia n) I Rooling Content I I Iran' l,i 3 Aw..truali. andfnn .yvb o/ as/dxt4 nKifi1%owil,•a1 ai, shV/P tbq/r:. Evaluation Report 3532.09.05-112 F1.5444-R2 Revision 2: 07/27/2009 Page 6 of 10 6.3.3.1 Hip & Ridge: Shadow Ridge'" Figure 13-16.• Shadow Ridge accessory shingles detach easily front three-piece units to make 72 individual cap pieces. 12" 305mm) 6" 6" 15Omm) (150mm) Notch for Centering 12" 305mm) Notches for Alignment to the Top Edge of the Previous Cap for 5" (125mm) Exposure r' 180mm) 1 131/4" 337mm) TRINITY ERD 97/8" 250mm) 415/16" 415/16" 125mm) (125mm) t Notch for Centering Notches for Alignment to the Top Edge of the Previous Captor 55/8" (141 mm) Exposure English Dimension Metric Dimension 305rnm) Laying Notch I I 5" (125111m) 1 1 I Figure 13-20: Use laying notches to center shingles on hips and ridges, and to locate the correct exposure. 75/8" 196mm) 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. 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 lour and siandard slopes, use fire n:dls for each frill Presidential shingle as shoxm below. Nnilinq 1= 40' Guide tiro., (1016 mm) S lie.' 13s unit) 14 114' 362 mm) NOTE: Apply nails on painted guideline fwrc1GGG:1•aslenuigPrrside:ntia/andPrct(ldnihal'I'1..1Ga4-r shingle.( on lieu: and slandard slopes 6. 3.4.1 Hip & Ridge: Presidential Accessory PRESIDENTIAL ACCESSORY TRINITY - ERD STEEP SLOPE: For sleep slopes. Ilse mike nails for rash lull Premdenn:d shingle and algrh• 1' dmncier spota of asphah roolinu cemem under v.irb >Inngh• Wk. alter applying > wfils in beach n the n:ulilig 4uub'• linr:. apply •1 1111k I' elxnr Lib nitonia mAmig t:e mdn ub., of ou rl)ul> JiigtJe rover n:dla I O I 1' di;uucicr a.phall unrhnq rcnrenl figure 16•'.• fa.(/v111i," ftwidodial and 11mw and 1/L ilae4r abulAG> rm ,Inp .Ju/Ns 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 PL0 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 8 of 10 TRINITY ERD 6.3.5 Hatteras'"': LOW, STANDARD AND STEEP SLOPE: 9-- —9"-- mm} (230 mm)(230 mm) I.. I.. 9 ye" f(7,0 mm) Dyne 15 •ar hish-mi{l' llnllrrns .'Gin frr Wr lure rmrl c/nurlmrl.\rvp•> For Imv and ssmd:o'd>loix•s, nsr free nails for rarb full Ilanwras shhrgd :r: >hmcu alanr. r (230 mm) 11230 mm) I (230 mm) (230 mm) L(25 mm) _ _ _ 25 mm)_I 9 3/8" 2.10 mm) Roofing Cement• - •- ! furor/j•i 14s/ruing11411t oSJbinglrSuuSlrr/+Sli/ro> For steep slop•,. n.r rive nails and ri2,hi sprns of nspbalr Ioofill, convol for mdo 11111 Il:aterrs sbinlilr as Awn nbnu•. Appl)• I' 25nnn) di:uucier spots of rnofrn;{ remem (ASMI 1) 4586 Type 11 su)mesird) under em+ mb romer. 1'rrss sbint kn nuo plam.; do not expose concur. CAlrriosv: 'loo mnr), ronfin; cement enn raise. shingles in b1icier. 6.3.5.1 Hip & Ridge, Option 1: Hatteras Accessory r ROOM 1 2 3 Figure 15-14: 18 three piece units separate to Wilke 54 Hatteras Accessory sbingles. 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 3532.09.05-112 Certificate of Authorization #9503 FL5444-112 Revision 2: 07/27/2009 Page 9 of 10 TRINITY ERD 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 9" 230 mm) I I I I I I I 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20: Cut Halle -as sbingles to make cover cap. 8" 1 g , (460 mm) J'" Fastie go\ 203 MM) g 31a 240 mm> Figure 15-21: Inslallalion of caps along hips 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 FL5444-112 Revision 2: 07/27/2009 Page 10 of 10 Florida buildiao MCIE Page 1 of 3 PERMIT" # 11,70 g ka., a- 1y. ', ..J hKn F l T " 4'" f 1 A 1 ++ I iA lirL•4L CfiNir4 BCIS Home i Log In ; User Registration Hot Topics Submit Surcharge 1 stats a Facts Publications I FBC staff SCIS site Ma Unks Search i3;9 9 D I 9 I D I w+ ^ Product Approval USER: Public User 3L1 Product Approval Menu > Product or ADDllcatlon Search > Application Llst > Application Detail FL dt t, Application Type Code Version1. Ir, ,rrfl+ ^ V, Appticatlon Status Comments dit,° : 1 ; Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12143 New 2007 Approved Ol Alside 3773 State Road Cuyahoga Falls, OH 44223 330)922-2389 nthompson@alside.com Nick Thompson nthompson@alside.com Nick Thompson 3773 State Road Cuyahoga Falls, OH 44223 nthompson@alslde.com Jack Mowery 3773 State Road Cuyahoga Falls, OH 44223 419)853-4656 jmowery@alside.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Mi Evaluation Report - Hardcopy Received Alan Reeves PE-19354 Architectural Testing, Inc. 12/31/2011 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received FL12143 RO COI Cert of independence adF Referenced Standard and Year (of Standard) Standard ASTM D 3679 Equivalence of Product Standards Certified By Year 2005 http://www.floridabuilding.org/pr/pr_app_dti. aspx?param=wGEV XQwtDquk24AUC%2fE... 7/12/2011 k1orlda building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/20/2009 02/25/2009 03/01/2009 04/07/2009 Summary of Products FL it 114odel, Number or Name Description 12143.1 2-T and Home Run Vinyl Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL12143 RO II vinyl soffit.Ddf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: Not for use In HVHZ. Allowable Design Load for I FL12143 RO AE 2T Home Run.Ddf 12" span +/- 49.0 psf without sheathing, with nails. Created by Independent Third Party: Yes Allowable Design Load for 12" span +/- 236 psf with sheathing, with nails. See Evaluation Report for Design iPressuresassociatedwithdifferentspanwidths. 12143.2 JAIllance T4 Vinyl Soffit Limits of Use Installation Instructions jApprovedforuseInHVHZ: No FL12143 RO 11 vinyl soffit-ridf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In HVHZ. Allowable Design Load for I FL12143 RO AE Alliance T4.1df 12" span +/- 49.0 psf without sheathing, with nails. Created by Independent Third Party: Yes Allowable Design Load for 12" span +/- 136 psf with sheathing, with nails. See Evaluation Report for Design iPressuresassociatedwithdifferentspanwidths. i 12143.3 lCharter Oak Viny Soffit Limits of Use Installation Instructions Approved for use In HVHZ: No FL12143 RO II vinyl soffit.Ddf j Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc I Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In HVHZ. Allowable Design Load for FL12143 RO AE Charter Oak Soffit.Ddf 12" span +133 and -110 psf without sheathing, with Created by Independent Third Party: Yes nails. Allowable Design Load for 12" span +369 and -306 psf with sheathing, with nails. See Evaluation Report for Design Pressures associated with different span widths. 12143.4 IDouble 5" Vinyl Soffit Limits of Use Installation Instructions Approved for use In HVHZ: No FL12143 RO II vinyl soffit.Ddf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In HVHZ. Allowable Design Load for FL12143 RO AE D5 Soffit.Ddf i 12" span +/- 66.5 psf without sheathing, with nails. Created by Independent Third Party: Yes i Allowable Design Load for 12" span +/- 185 psf with sheathing, with nails. See Evaluation Report for Design Pressures associated with different span widths. j 12143.5 lGreenbriar Vintage Beaded Vinyl Soffit j Limits of Use Installation Instructions Approved for use in HVHZ: No FL12143 RO II vinyl soffit.Ddf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc i Impact Resistant: N/A Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports j Other: Not for use In HVHZ. Allowable Design Load for FL12143 RO AE Greenbnar.Ddf 12" span +/- 74.5 psf without sheathing, with nails. Created by Independent Third Party: Yes I Allowable Design Load for 12" span +/- 207 psf with sheathing, with nails. See Evaluation Report for Design I Pressures associated with different span widths. http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 7/ l 2/201 l Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12143 RO 11 vinyl soffit.DdF Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Not for use In HVHZ. Allowable Design Load for FL12143 RO AE Super Soan.Ddf 12" span +133 and -66.5 psf without sheathing, with Created by Independent Third Party: Yes nails. Allowable Design Load for 12" span +369 and -185 psf with sheathing, with nails. See Evaluation Report for Design Pressures associated with different SDan widths. Bach Next Department o/ Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Flonda 32399.2100 850) 487.1824, Fax (850) 414.8436 2000-2010 The State of Flonda. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Product Approval Accepts: b nec M xctiritv.n-nat.,- V7rua9dlisted http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUCD/o2fE... 7/12/2011 ALLOWABLE DESIGN WIND PRESSURES IN PSF ALSIDE SOFFIT TYPE WITHOUT SHEATHING EAVE WIDTH IN INCII S 10" BATTEN SPACING 12" 15" 18" 21" 24" Super Span 10" 133 66.5 102.6 51:2 83:3 • 41.6. 70.2 35.0 60.6 30.2 66.7 33.3 Reinforced Lock Charier Oak 10" 133 110 102.6 84.6 83.3 68.8 .. 70.2 57.9 60.6 50.0 66.7 55.0 Alliance T4 1-, 49.0 37.7 30.6 . 25,8 . 22.3 . 24.5. - Home Run T4 4-1. 49.0 37.7 30.6 25.8 22.3 24.5 2•1, T4 1- 49.0 37.7 30.6 25.8 22.3 . 24:5 Double 5" Economv- 66.5 51.2 41.6 35.0 30.2 33.3 Greenbriar D4 74.5 57 3 1 +/- 46.6 39.2 33.9 37.3 ALSIDE SOFFIT TYPE WITH SHEATHING Super Span 10- 369 185 285 142 231 116 195 97.2 168 83.9 185 92.5 Reinforced lock Charter oak10" 369 306 285 235• 231 191 195 161 168 139 185 153 Alliance T4 1- 136 104.7 1 •+l- 85.0 l- 71.7 61.9 l- 68.1 Home Run T4. ti/-1.36 104.7- 85.0 71.7 6 .9 1- 681 2T T4 136 1 1-104.7 85.0 71.7 1- 61.9 68.1 Double';" Economy 185 142 116 97.2 1- 83.9 92.5 Greenbnar D4 1- 207 159 129 108.9 94.2 104 GENERAL NOTES I. DESIGN PRESSURES LISTED INTHE'1'ABLE ARE BASED ON A RATIONAL ANALYSES DONE IN HR ENGINEEERING, INC. PROJECT 07080009 WHICH ARE IN CONFORMANCE WITH 2O07 FLORIDA BUILDING.CODE, SECTION 1609 " WIND LOADS" AND 2007 FLORIDA RESIDENTIAL CODE, TABLE R301. 2(2). 2. 2007 FLORIDA BUILDING CODE, IN PARAGRAPH 1609.1; AND 2007 FLORIDA RESIDENTIAL CODE, IN PARAGRAPH R703.1.1 MANDATE WIND LOAD DESIGN PRESSURES ON SOFFITS WILL BE THE SAME AS THOSE ON ADJACENT WALLS. 3. STAPLES CAN BE SUBSTITUTED FOR -NAILS SHOWN HERE ON A ONE FOR ONE BASIS. STAPLES MUST BE 1116" (16 GAGE) DIAMETER STEEL WIRE, 0" WIDE WITH 2 EQUAL LEGS. STAPLES WITH 1" LONG LEGS WILL HAVE THE SAME ALLOWABLE DESIGN WIND PRESSURES ON THE SOFFITS AS THOSE IN THE TABLE. STAPLES. WITH I-1/2" LONG LEGS WILL HAVE 509a HIGHER ALLOWABLE DESIGN WIND PRESSURES ON THE SOFFITS AS THOSE IN THE TABLE: THIS,STAPLE ANALYSES WAS DONE IN HR ENGINEERING, INC. PROJECT 07100002. i" LCS LONG ROOFINGNA//N EAC.V NAIL Q/ /CMS\ N, TN J"(D SA'ANA'S !r A. h'CAO.f' FAsc i A T/MBcR 80AR0 7 FRAMING FAScrA BeA.CO WOOD FRAMED FASCIA WALL TA/Ml, ALSIOE SOfF.I r SEE T44LE, rrF" CHANNEL FAJTcNfRS ¢• CAVE WIOTN SPACING SAAJE SEE TABLE. At AT FASCIA SOFFITS ,AT W.00O WALLS W07 To SCALE Y 2. BATTEN S" ATT/ICHEo TO ERCN FRAMING M'E, MBER WITH ziA RoeF/ NG NA / L FASCIA FAfC/ A TRIM ALSIOc TOF F" CNANNCL WITH CAtG RAeOQNCU OR STYt NAM; LONG AT NG i24" SAA C/. FRAM// IG FASCIA TRIM gLtIOE SOif/ T SEE TABLE MgSONRy WALL EAVE W/ OTN SzE TABLE SOFFITS' ALM&So Jo WALLS VoT, To JcAL T/MAitle FRAM/ NG 2 O" MgYlh M SAAC/.VG 1"LoAC Ro F/NG,NA/L N EACH NAIL NEM SCE TABLE o" / O" •F ~ CNANNCtj AiAX MAX, F4t7E CRf- EAVrE0 SRAfe RS AT BATTEMS OFF/T F0,4 WILE EAVES ' EXTERI6R CE/L-INGS - -- Nor TO SCALE Allen N. Reeves, P. E. Sfruciural Engineer Florida License 419354 19 FEe. 2ooy 01oI000G Quti JJ HR Engineering, Inc;o TE 2l sEPT. 2ao7 PROJEGTNO. 07off0009 SHEET_LoF1-FCPAtvA/ty eey rAFM ALSIOE. - ORlCJ) By A. REEVES PROJECTNMIEV/N L SOFFITS-FL 717-846-3747 H, R HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 Nick Thompson, Product Manager -Siding & Metals Associated Materials, LLC 3773 State Road Cuyahoga Falls, Ohio 44223 RE: Vinyl Soffit per Florida Building Code 2007 Dear Mr. Thompson; Fax 717-846-0355 18 February 2009 The following Alside Vinyl soffit products; 2-T and Home Run have been tested and analyzed in conformance with ASTM D -05 & ASTM D 4477-04a as required by Florida Building Code 2007, paragraph 1404.9. Structural testing to ASTM D 5206, as required by ASTM D3679 was done at Architectural Testing, Inc. and is reported in 01-37361.01. Also, Miami -Dade has accepted the identical soffit in their Notice of Acceptance No 01- 1107.03. These products have a triple 4" configuration and are 0.040" thick. Home Run is identical to the product Alliance T-4. 2-T is identical to the product Alliance T-4 except for the amount of regrind material in it. The allowable design wind pressures for this product using nails with the following eave widths are; 12" wide +/-49.0 psf, 15" wide +/-37.7 psf, 18" wide +/- 30.6 psf, 21" wide 25.8 psf, and 24" wide +/-22.3 psf and with 10" Batten spacing +/-24.5 psf. These values are good for this soffit product for use without sheathing. Installation is with an F" channel at the wall and with a nail through each nail hem into the fascia board at the outside end or Battens with 10" spacing across the eave width. Fasteners are galvanized steel 1-1/2" long roofing nails with 1/8" diameter shanks and 3/8" diameter heads. The allowable design wind pressures for this product using nails with the following eave widths are; 12" wide +/-136 psf, 15" wide +/-104.7 psf, 18" wide +/- 85.0 psf, 21" wide 71.7 psf, and 24" wide +/-61.9 psf and with 10" Batten spacing +/-68.1 psf. These values are good for this soffit product for use with sheathing. Installation is with an ''F" channel at the wall and with a nail through each nail hem into the fascia board at the outside end or Battens with 10" spacing across the eave width. Fasteners are galvanized steel 1-112" long roofing nails with 1/8" diameter shanks and 3/8" diameter heads. For additional details, see Installation Drawing. Staples can be substituted for nails in the above installations. The staples must be 1/16" 16 gage) diameter steel wire, 'h" wide, with 2 equal legs. Staples with 1" long legs will have the same allowable design wind pressures as above. Staples with 1-1/2" long legs will have 50% higher allowable design wind pressures as above. The above allowable design wind pressures are in conformance with Florida Building Code 2007, Section 1609, Wind Loads. I trust that this information is sufficient for your needs. If there are any -questions about this, please contact me Sincerely yours; Allen N. Reeves, P.E. Structural Engineer Florida License #19354 9 FA:dRvA,rY Z009 ANR:rlh Cc: 09010006 r THERMA TRU DOORS I I e INDUSTRIAL DR., FDDERTDN. OH 43517 Construction Series" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING STEEL DOOR General Notes I. This product anchoring drawing has been developed in compliance with the 2007 Florida Building Code (FBC) excluding Ihe'Nigh Velocity Hurricane Zone". See the Cerliricollon Agency Certificate for sites, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on deloils. Anchor embedment to base material sholl be beyond wall dressing, stucco, foam, brick and other wail coverings. 105 50r'MAX. OVERALL FRAME WIDTIi ---{ t 2 3 s s s fJ1; 1 1 I 1 I r I I, I 3. Wood screws shag be installed following instolation instructions of ANSI/ AF&PA NDS 2OD5. I All other fastener types to be Installed following loslener monufacturefs installation instructions. 4. Fastener embedment depths. edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance sholl they be less than shown in a this drawing. W = 5. Where shims ore used, they must be a "rigid / stilt' motenal that complies with the o W $ requirements of the 2007 FBC. LL 6. Positive and negative design pressure requirements for use with this drawing shag be g determined by others for specific jobs in accordance with the governing code. 7 Site conditions not covered by this drawing ore subject to further engineering analysis. TABLE OF CONTENTS SHEET 9 DESCRIP17ON I Typical elevations, design pressures & gencrol notes 2 Buck onclloring 3 Frome onchorilg 4 Frome oxhoring & big of moleriols 5 Honzonlol & verlicol cross sections 6 vertical c1r14, soclloru E DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 60.0 -60.0 37.50' MAX. OVERALL WIDTH SINGLE x MAX DESIGN PRESSURE 67.0 -67.0 74.51T MAX. _ OVERALL WIDTH r 2 3 5 5 5 DOUBLE xx MAX DESIGN PRESSURE 60.0 -60.0 68.50• MAX OVERALL WIDTH t 2 3 5 $ 5 SINGLE W/ SIDELITES Ox0 MAX DESIGN PRESSURE 60.0 -60.0 53.IXT nwx. _ OVERALL WIDTH I 2 3 I 5 5 rr SINGLE WISIDELITE OX MAX DESIGN PRESSURE 60. 0 -60.0 LOCK HARDWARE e1Fa A SERIES A, K WIKSE! 70D SFRIES LATCH KIYIKSFT 700 SERIES DFADOOIi CALL N.T.S WC. OT roc Rr LFS RVANG M FL- 5262 2-68 ED t or 6 MASONRY OPENING 2X BUCK 11 4" 4 I p II 4 I I SHOWNNFOR u MULLION J I TYP. II REFERENCE p SHOWN FOR), HEAD II REFERENCE II JAMBS 1 II SEE NOTE 1 0 II II p II II II ASTRAGAL II II SHOWN FOR II II II REFERENCE II II II II II 1 II II DOUBLE W/SIDELITES BUCK ANCHORING 47-7 8" U u MASONRY OPENING TYP. HEAD JAMBS 1 ASTRAGALSEENOTE1SHOWNFOR 2X BUCK 0 REFERENCE II II U II 0 II 5 a rL MASONRY OPENING 2X BUCK U 6o e la II I II %\-MULLION 4 II SHOWN FOR T.p II REFERENCE HEAD 11 JAMBS SEE NOTE I II II II II II II II SINGLE W/SIDFLITE BUCK ANCHORING L MASONRY OPENING 2X BUCK W z U O 0 I. 1/4" 8co Concrete screws onchoring 2x buck require o minimum I"cfeoronce to mosonry edges, o I-1/4'minimum embedment and o minimum 4' cteoronce to od)ocent concrete screws. Substitution of equal concrete screws from o different supplier moy hove different edge dislonce and center dWonce requirements. Concrete screw locotions of the comers, of muXon locolioru, and of oslrogol locations moy be adjusted to mointain the minimum edge dislonce to mortar Joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to mointoin the minimum edge distance to mortarjoints, oddtionot concrete screws moy be required to ensure the maximum on center dimension is not exceeded. 2. 2X buck min. S.G. 2 0.55 II II I - II II MULLION II 4 II SHOWN FOR II TYP II REFERENCE II HEADII II JAMBS I I SEE NOTE 1 II II II II I II MULLION II SHOWN FOR II II REFERENCE II II II II II II II r' a J 00 O n zSRoeo e ga=S3J» m ti 6 co j%c a dnmuy W a Cu oai U o ao IN W/SIDELITES BUCK ANCHORING a 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE T 2X BUCK ANNIF C O O 2 N ^ Z U air. 06113108 z CALL' N.T.S 01 wc. BY: D7 m RL W.. LFS 3 R IANG No.: ° FL-5262.2-68 c wo 2 or 6 6" 63" 3" I II I II II oMULLION II SHOWN FOR I REFERENCE A W/2X BUCK INSTALLATION o 9 W/IX BUCK INSTALLATION v Z TYP. HEAD & JAMBS 0 C' VIEW "C"-'CSINGLE DOOR IXIsIDELITES A' I FI-1-63"F-, 6 L IIIMULLION W v SHOWN FOR _ o REFERENCE. 2X BUCK INSTALLATION hN/ 1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE I SEE NOTE I III Z a .C, ,01 A, VIEW ' E'-'E" ^VIEW 'D'-"D" SINCI F DOOR WISIQFI [TF VIEW 'B"-"B' QsNOVR M/ oprom comurw n rAYMM:Y , REN po OW Au 99111IE ro DOOR Isle COMECnoms) NOTES: I. I/4' ITW concrete screws anchoring frame and/or so require o minimum 2-1/2" clearance to masonry edges, a I-1/4'minimum embedment and o minimum 3"cleoronce to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the comers, and of mullion locations, may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "INAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, addfionol concrete screws may be required to ensure the maximum on center dimension B not exceeded. 2. 3/ 16" ITW concrete screws anchoring frome and/or sill require a minimum 2-5/8" clearance to masonry edges, 0 1-1/4"mirnmum embedment and a minimum 2-1/4'cleoronce to odjocent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelite is direct set into the jamb with (12) N8 x 20pfh. wood screws. There are (4) of each vedicoljomb. from the fop down of 13.5, 31' 48.5" d 66. There ore (2) of the header of 4" from the outside Comers of the frome. There ore (2) at the sib. 4" from the outside comers. A 4. For optional sideble construction with staples, side6fe is direct set into the jamb with (4) r/d'X 13/4" 16 go staples along each jamb (6" from ends and equally spaced thereafter). S W/ 2X BUCK 2 INSTALLATION W/ IX BUCK INSTALLATION I2 1 C SEE NOTE I 1 DETAIL " t" F W u O 11 wo A' o F, 6' I_ Iny 1r W/ 2X BUCK I INSTALLATION I W/IX BUCK - INSTALLATION TYP. HEAD & JAMBS SEE NOTE I - SEE NOTE t rPcc,; SEE16 5 - DETAIL ' 1 Il A" SINGLE DOOR VIEW W/ 2X BUCK 2 INSTALLATIONW/ IX BUCK 11 t INSTALLATIONSEE NOTE 2 oD DETAIL ' 2' a n 2 n pp u z'\Z aLE N.T.S. Nc W. DT W er LFS RAVING NO FL- 5262.2-68 Htxr _ 3 or 6 ; IN VIEW "C"—'C' C" 6:3" 3- I II I I II II SEE NOTE 3U - SHEET 3 II SEE DETAIL n I ASTRAGAL U MULUON- SHOWN FOR U SHOWN FOR REFERENCE U REFERENCE ONLY U U SEE NOTE 1 16 U SHEET 3 p 16 5 U 0 5 II u w 10 IN PAIRS 30A- TYP. a 3 3-- I F7AILW/2X BUCK Av4131uINSTALLATIONNV) xAGALW/1X BUCK ywINSTALLATIONNFOR YP. HEAD & ENCE II SEE NOTJAMBS — ONLYUSHEET 3 SEE II DETAIL ' 4" j W o SEE NOTE 1 SEE NOTE SHEET 3U SHEET3E 1 SEE W a = = p I 16 II 16 DETAIL Nvai c — U _ 'I" 12 EE NOTE 1 nI 5 U 5 SHEET 3 E. A" DOUBL_F DOOR W/SIDFLUES VIEW "E'—'E" DOUBLE DOOR QSNoew w/ oFw?w w aorAym rASIQ/ MNEw /b MP. ALL Bonne ro D R JAYS Commyoms) W/2X BUCK 2 INSTA f9 A W/ 2X BUCK INSTALLATI01` W/ 1X BUCK INSTALLATION TYP. HEAD JAMBS SEE NOTE 1 SHEET 3 Item DESCRIPTION Moteriol A PFH WOOD SCRLlY STEEL B PFHWOODSCREWMx4pSTEELCWOODSCREWSTEEL1G. PFH WOOD SCREW Hine to Frome STEEL 2 10x2" LG PFH WOOD SCREW STEEL 3 8x2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4"' x 2-3 4" PFH ELCO CONCRETE SCREW STEEL 5 1 4" x I-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4"' x 3-3 4" ITW PFH CONCRETE SCREW STEEL 1I 3 16" x 3-1/4" 17W PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO AST14 C90 CONCRETE 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA-TRU SUGAR PINE SG >= 0.34 WOOD 1 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 t 2" TT"t" X 25 GA. CORRUGATED FASTENER STEEL 3 a ELATIONW/ 1X BUCK INSTALLATION t2 1 C SEE NOTE 1 SHEET 3 1 DETAIL ' 1" N oi lkldo 61 n+ No VIEW A'— A' W/2X BUCK INSTALLATION 3 W/1X BUCK 11 INSTALLATION SEE NOTE 2 SHEET 3 DETAIL ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. U 2 g$ w i i N — Z l01 AM 06113108 i r"" N T.S. 01 nR ar pT m RAMNC NO, R FL-5262. 2-68 0 NEo 4 or 6 2.1/7'MIN. FROM 2-1/2"MIN. FROM 13 MASONRY EDGE — MASONRYEDGE ITYP.I (TYP I IX BUCK u gm A iz INTERIOR EXTERIOR 1.2S h 0 INTERIOR EXTERIOR 1 HEAD JAMB 2 HEAD JAMB 5 To Ix sub -buck $ To wood frame Inswing shown Inswing shown R 0 3' EXTERIOR Kzz Ty 0 3 2S MAX. m SHIM SPACE 1 S MIN. 11 1.25 MIN EMB. EMB. TYP. 4 VERTICAL SIDE JAMB 10 2x sub -buck Inswing shown INTERIOR EXTERIOR I" MIN. FROM I" MIN FROM MASONRY EDGE — — MASONRY EDGE -- TYP 1 (TYP.) I f mNS z u 2X BUCK i&= A rn i INTERIOR EXTERIOR 3 HEAD JAMB 5 To 2x sub -buck Inswing shown H 0.1 S MIN. C-SINK 0.2.7 MAX SHIM SPACE 1.ISMIN. EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown sue N.7' ST 34K rre LFS VAIAWC ro r L-5262.2-68 dI s„aT 5 a 6 INT z 1 VERTICAL CROSS SECTION 6 Inswing confgurotion INTERIOR i 2.1/2"MIN FROM I 2-1/7'MIN.FROM MASONRY EDGE MASONRY EDGE ITYP.) I ITYP.) 4 VERTICAL CROSS SECTION 6 InsvAng configuration 5 EXTERIOR EXTERIOR EWI r INTERIOR fcc m 2J\IJ/7'MIN. FROM 2-I/7'MIN. FROM MASONRY EDGE — — MASONRY EDGE 21 VERTICAL CROSS SECDON 6 Oulswing configuration EXTERIOR INTERIOR 2.1/7'MIN.FROM 2-1/2"MIN.FROM MASONRY EDGE — MASONRY EDGE — TYP ) f S VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR 2-1/7' MIN. FROM • 2-1/7' MIN. FROM MASONRY EDGE —— MASONRY EDGE TYP.) (TYP.) r VERTICAL CROSS SECTION 6 EXTERIOR / O. 2-1/7'MIN.FROM 2.1/7'MIN FROM MASONRY EDGE — MASONRYEDGE ITYP.) ITYP.) 6 VERTICAL CROSS SECTION 6 Oulswing configuration N V C u ^ c o vz o u5 6 oNo of 9 0 m E 9pco o° m u o 00 J NOWEEF O O nz ua ATE 06 17108 i CALL. N T S ° Wo. or or oi HL By LFS ? RAIANC NQ: C FL-5262.2-68 0 NaT 6_ or 6 PERMIT # /-.adz- tC I a__'+L.-'":_...- +-'pr:_ ,•Ir_i`-'_!i_ =_9 7;'Y'_iy}?i_ _ t: ,•-: I . , e• _ I ~jy._ BCIS Home Log In User Registration Hot Topics submit surcharge i slats 6 Factsli= _Ir•: W;`F') Product Approval T+-f USER: Public user OFFICEPage 1 of 2 d 1 r tI J- I s>i 4 • r Fri: _I ;. i--'•'>'--',.;i %r''7 Publications FBC Stall • BCIS site Map Links ` search ProductAD)orpyal menu > Product or Aool,Cation Search > ADoliCotion List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL13223 New 2007 Approved r- James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 356-6366 chad. diercks@jameshardle.com Chad Diercks chad. dlercks@jameshardle.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 909) 356-6366 chad. diercks@Jameshardle.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 909) 356-6366 chad, dlercks@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Ronald I. Ogawa PE- 24121 Intertek Testing Services NA Inc 01/ 01/2011 John Southard, P,E. Validation Checklist - Hardcopy Received FL13223 RO COI RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 http:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 11/3/2010 Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Method 1 Option D 11/02/2009 11/04/2009 11/14/2009 12/09/2009 Summary of Products _ - ^--- rL el, Nudel, Number or Nameer Description 13223.1 ±ardlePanelS 9 HardiePanei Siding, Cempanel Siding - fiber -cement j panel sidln . Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL13223 RO II install-cemoanel-south.odf Impact Resistant: Yes FL13223 RO II in tall-hardieoanel-hz10 odf Design Pressure: N/A Verified By: Intertek Testing Services NA Inc Other: For use Inside a HVHZ Install In accordance with Created by Independent Third Party: NoEvaluationReports INOA07-0418.04. FL13223 RO AE HardiePanel Florida Analvsis 11-3 PDF I FL13223 RO AE NOA 07-041804 odf Created by Independent Third Party: Yes Bach nleYt Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 850) 487-1824, Fax (850) 414.6436 2000-2010 The State of Florida. All rights reserved. Pnvary cr r •nr I Goovrloh[ Sta[ene•nt I Accessiblllty 5tatvmenr I —luo-n 211azS I Customer Se rvl survey 1 Contact Us Product Approval Accepts: wzm J stcurih-.arnarca vgs an Y.q irrgaa tru.:rd r 1 J r http://wwm,.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 11/3)/2010 C•iir `S y ,i. k'u' y- cernboad INSTALLATION REOUiREMENTS - PRIMED PRODUCTS SMOOTH • CEDAR • GROOVED CEDAR IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE. VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry panels on edge. Protect edges and corners from breakage. The manufacturer is not responsible for damage caused by improper storage and handling of the c product. Q CUTTING INSTRUCTIONS OUTDOORS INDOORS 1 Positron cutting station so that wind will blow dust away from user and others in working area. 1 Cut only using score and snap, or shears (manual, elecnc or pneumatic) 1 Use one of the following methods 2 Positron cutting station in well-verddated area a Best. i. Score and snap it Shears (manual, electric or pneumatic) b. Better i Dust reducing circular saw equipped with a NEVER use a power saw indoors NEVER use a circular saw Wade that does not carry the Hardieblade saw blade trademarkHardiebladenisawbladeandHEPAvacuumextractionNEVERdrysweep- Use wet suppression or HEPA Vacuum c. Good i. Dust reducing circular saw with a Hardieblade saw Made only use for low to moderate cultinn) Important Note For maximum protection (lowest respirable dust production), the Manufacturer recommends always using'Besr-level culling methods where feasible NIOSH-approved respirators can be used in conjunction with above culling practices to further reduce dust exposures Additional exposure information is available It www.cemboardsiding com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or youdonotcomplywiththeabovepractices, you should always consult a qualified industrial hygienist or contact the Manufacturer for further information. SDtt)t)5 GENERAL REQUIREMENTS: CempaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. Irregularities in framing andsheathingcanmirrorthroughthefinishedapplication. Cempanel" vertical siding can also be Installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoidover -driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam Insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathingAwater -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed withpenetrationand )unction flashings in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Cemboardg products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with localbuildingcodesifgreaterthan6" is required (fig. 5). Maintain a 1" - 2" clearance between Cemboard' products and roofs, decks, paths, steps and driveways (figs. 6, 7 & 8). Maintain a 114" clearance between Cemboard" products and horizontal flashing (figs. 3 & 9). Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding & trim (fig.10). Install kickoul flashing at roof -wall junctions (fig.11). Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10', Do not install Cemboard' products, such that they may remain In contact with standing water. Cempanel° vertical siding may be installed on vertical wall applications only. DO NOT use Cempanel", vertical siding in fascia or trim applications. DO NOT use slain on Cemboard" products. INSTALLATION: Joint TreatmentFastenerRequirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively jointsPositionfasteners3/8" from panel edges and and no closer than may also be covered with battens, PVC or metal jointers or caulked. 2' away from corners. Do not nail into corners. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Cempanel° Vertical Siding Installation Framing must be provided at horizontal and vertical edges for nailing. Figure z Cempanel" vertical siding must be joined on stud. g Figure 3 water -resistive barrier water -resistive barrier eDoublestudmayberequiredtomaintainminimumedge / .'•-. • 2_x 4 stud / . - 2 x 4 studnailingdistances. ( ll,%-=•" t waler•resislrve water -resistive Figure 1 water - resistivebarrier sheathing _ keep nails 3/8' min. from panel edges Cempanel r vertical siding fI 3/8 r SLJ ! -- I1 moderate contact keep fasteners 2' away from corners ;rah Batten Joint "H" Joint water -resistive barrier 4 stud t leave appropriate gap between panels, then caulk' Caulk Joint Apply caulk in accordance wllh caulk manufaeturar's wntt"n mnnrifohnn met.,,e..,.• barrier upper panel i barrier upper panel Do not 1/4" gap Do not 1/4• gapCaulkCaulki Z-nashing i Z-nashmgf decorative band board lower lowerpanel panel Figure 4 Recommendation When installing Sierra 8, provide i a double stud at panel joints to avoid nailing Jll, through grooves. WARNING: AVOID BREATHING SILICA DUST Cemboard' products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some occupationalsourcesBreathingexcessiveamountsofrespirablesilicadustcanalsocauseadisablingandpotentiallyfatallungdiseasecalledsilicosis, and has been linked with other diseases Some studies suggestsmokingmayincreasetheserisks. During installation or handling (1) work in outdoor areas with ample ventilation (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade"t sawbladeanddust -reducing circular saw attached to a HEPA vacuum (3) warn others to the immediate area, (4) wear a Properly -fitted NIOSH-approved dust mask or respirator (e.g. N-95) in accordance withapplicablegovernmentregulationsandmanufacturerinstructionstofurtherlimnrespirablesilicaexposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep For furtherinformation, refer to our installation instructions and Material Safety Data Sheet available at www.cemboardsrding com or by calling 1-877.236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH a,r•M, CEM0807•P1/2 9/08 CLEARANCES South Install siding and trim products in Maintain a V - 2" compliance with local building code clearance between requirements for clearance between the Cemboarde products and bottom edge of the siding and the paths, steps and adjacent finished grade. stud driveways. Figure 5 boltorrr plate'- _ 6" min. I` Maintain a 1/4" clearance between the bottom of Cemboard•, products and horizontal flashing. Do not caulk gap. w_t Figure 6 I 1 A! concretefoundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Fiourp 1n Figure 9 siding fascia Do not 114" gap Caulk gashing min — . GENERAL FASTENING REQUIREMENTS Maintain a 1" - 2" clearance between Cemboard'' products and decking material. Figure 7 siding I water resistive barrier deck material 2" joist J shrng ledger ar Figure 11 step Aashmg ' '• Sn`u see•alnen a j- ' .. membrene e1f- adkallnrf few: membrane offer '•% rid r ap 11\I ouaer'e•p ding Drip edge At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer' s instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. f1•-2- Ii j i Figure 8 I MyRnp KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing, To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro- galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Cemboard" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Cemboarde' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the Manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer ( For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk & add nail Figure A Figure B do not under DO NOT drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant Cemboard® products must be painted within 180 complyingwithASTMC920GradeNS, Class 25 or days for primed product and 90 days for unprimed. higher or a Latex Joint Sealant complying with ASTM 100% acrylic topcoats are recommended. C834. Caulking/Sealant must be applied in accordance Do not paint when wet. For application rates refer to with the caulking/sealant manufacturer's written paint manufacturers specifications. instructions or ASTM C1193. Back -rolling is recommended if the siding is sprayed. The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION For subscription information, visit www.Ilronline.com. RECOGNITION In accordance with ICC-ES Legacy Report NERA05. Cempanel: vertical siding is recognized as a suitable alternate to that specified in. the BOCA National Building Code/1999 the 1997 Standard BuildingCode. the 1997 Uniform Budding Code, the 1998 International One -and TwD-Famdy Dwelling Code, the 20D31nlemational Building Code, and the 2003 Inlemational Residential Code for One -and Two-Famdy Dwellings. Cempanel' vertical sidingis also recognized gnizedfor application in the following City of Los Angeles Research Report No 24862, Stale of Florida listing FL#889, Dade County, Florida NOA No 02-0729.02, U S DeptofHUDMaterialsRelease1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223.93-M, and California DSA PA-019. These documents should also be consulted for additionalinformationconcerningthesuitabilityofthisproductforspecificapplications2008 JHIF BY All rights reserved TM, SM, and ® denote Additional Installation Information, trademarks or registered lrademarl s of JHIF B V. Warranties, and Warnings are available at h www. cemboardsiding.com CEM0807- P2/2 9/08 1 ivi luct ,->u,Iuiug %-,uuu vnnne Page 1 of 2 PERMIT #OFFICE _ Y; ' .Y,":7,.;?:,.,1 ,, trw{';• ._ F- R r;y-+..;y,q_-Z •.-s-... Ya"" -T -., •• . t j"Y-i 5.F'TY :p y'uta,t'k.`PsC_,... "?q^'1,['""- "`i' i`Lp •.5. L•y'`^'E- -'+' _ t vZ Lr+'"` i u "` xl MOW Y t+_' (C'a - ,i-SI• AL J A.;, r`Gt• i ,r l• - T i'e: • ' - w.;i. •,•; x..'' A-,_ r+'.'r3" i`' ' `• 7,1'; x""t,..•' .1 '-'• r n S. : . . fr '.ei bjF +'{' T' 1 Y'ii .•yam L'• i .t..sy llf•.. 1R y w.: t Jµr r1 d !"s [ fp' a±T ' r- d y .1• p t• , a . i Lil `T 11-'Y'fe..4 j! 4l,•5E'.rC1't`!r _a. BY.D . L- ' rd PL_' 'NT • —?1 ? '' qyr+*y f. ram!? irY•. E•_s3S1 t...ii••• •.,., iaS:cilrt:_s uacf SY': G r • BCIS Home Log in User Registration ' Hot Topics Submit surcharge ; Stets d Facts Publications FBC Staff BCIS Site Map ' Links Search I Product ApprovalI1 ti d i1.J t s '•'; 'lit USER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail r FL # FL11915-R1 r—"fir 1e"= FFrt, •,•- _ . Tr„ ApplicationA TypePPYP Code Version Revision 2007 Application Status Approved ja , t ' ,T Comments V:r``: Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)933.4477 etodd@atlasrooflng.com Authorized Signature Ed Todd etodd@atlasroofing.com Technical Representative Ed Todd Address/Phone/Email 2000 Rlveredge Pkwy Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atlasroofing.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 r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen 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. Knezevich, PE i Validation Checklist - Hardcopy Received Certificate of Independence FL11915 RS COI Trinity ERD Certificaiton of Independence.odf 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.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... l l /17/2010 norioa tsunaing lode Unline Page 2 of 2 ASTM D6380 2001 ASTM D6757 2002 ASTM G155 2004 TAS 103 1995 TAS 110 2000 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2009 Date Validated 04/27/2009 Date Pending FBC Approval 05/01/2009 Date Approved 06/09/2009 Summary of Products FL # 114odel, Number or Name Description 11915.1 JAtlas Roof Underlayments HVHZ Roofing Underlayments for use in HVHZ jurisdictions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for limits of use. Installation Instructions FL11915 R1 II er042409F]NAL Atlas Underlayments. HVHZ FL1 15-R1 df Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11915 R1 AE er042409FINAL Atlas Underlayments, HVHZ FL11915-Rl.odf Created by Independent Third Party: Yes 11915.2 Atlas Roof Underlayments (non- HVHZ) Roofing Underlayments for use in non-HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use FL11915 R1 11 er042409F]NAL Atlas Underlayments. non-HVHZ FL11915-Rl.odf Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL11915 R3 AE er042409FINAL Atlas Underlayments. non-HVHZ FL11915-R1. df Created b Independent Third Party: Yes Back Neat Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487.1824, Fax (850) 414-8436 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Copyrioht Statement I ACCeSSlbilrty Statement I Pluo-in Software I Customer Service Survey I Contact US Product Approval Accepts: p 'I Lamm EpaqnN SCClt1'Ily a.I NICi V•rsrpn ri: rirtl•1•tl t rr •r..r http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 11 /17/2010 R TRINITY IERD EVALUATION REPORT Atlas Roofing Corporation 2000 River Edge Parkway Atlanta, GA 30328 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A12630.12.08-HVHZ-R2 FL11915-RI Date of Issuance: 12/23/2008 Revision 2: 04/24/2009 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 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. 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 7. Prepared by: y :.3Nysat!S i' t The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/24/2009 c; ^ e This does not serve as an electronically signed rRobertJ.M. Nieminen P.E. Fs:;?•• - document. Signed, sealed hardcopies have been j,,>`•' transmitted to the Product Approval Administrator andFloridaRegistrationNo. 59166, Florida DCA ANE1983 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 ordistributingproductsitevaluates. 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. TRIN11Y.ERAf 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 Physical Properties ASTM D226 1997 118, RAS 119, RAS 120 1507.2.4, 1507.2.9.2, Physical Properties ASTM D1970 2001 1507.5.3 1518.4, RAS 115, RAS Physical Properties ASTM D2626 2004 118, RAS 119, RAS 120 TAS 110, RAS 118, RAS Physical Properties ASTM D6380 2001 119, RAS 120 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) CC -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 OBCA18320 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 FL11915-R1 Revision 2: 04/24/2009 Page 2of7 TRINITY) ERD 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 WEATHERMASTER"^ 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 WEATHERMASTER'"' 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'"' 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 WeatherMaster*" Granular Ice & Water Protection, WeatherMaster'', Polyseal and WeatherMaster'"' TU can be used in any approved prepared roof assemblies where ASTM D1970 underlayment is specified. 5.6 WeatherMaster'"' 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 A12630.22.08-HVHZ-R2 Certificate of Authorization #9S03 FL11915-RI Revision 2: 04/24/2009 Page 3 of 7 TRINITY. ERD 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 Shingles Nail -On Tile Foam -On Metal Wood Shakes SlateTileShingles 15 Specification Felt Yes: No No Yes: Yes: Yes: 2layers 2layers 2layers 2layers 30 Specification Felt Yes Yes: Yes: Yes Yes YesBaseLayerBaseLayer 43 Base Sheet Yes Yes: Yes: Yes Yes YesBaseLayerBaseLayer Gorilla Guard Yes: No No Yes: Yes: Yes: 2layers 2layer 2layer 2layers Summit Synthetic Yes No No Yes Yes Yes WeatherMaster Granular Ice & Water Protection Yes No No Yes Yes Yes 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: Roofing Yes Base Layer Base Layer Yes Yes Yes Slate / Tile Yes: Yes: Yes: Yes: Yes: Underlayment Top Layer Top Layer Top Layer No Top Layer Top LayerSee5.9.1 90 Mineral Surface Roll Yes: Yes: Yes: Yes: Yes: Roofing Top Layer Top Layer Top Layer No Top Layer Top LayerSee5.9.1 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) RAS 118 RAS 119 RAS 120 1 3.01A ASTM D226, Type 11 30 Specification Felt ASTM D2626 43 Base Sheet or #55 Smooth Roll Roofing ASTM D6380, Class M Slate / Tile Underlayment, #90 MSR 2 3.02D Anchor/Base Sheet 30 Specification Felt, #43 Base Sheet or 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-RI Revision 2: 04/24/2009 Page 4 of 7 r TRINITY. ERD 5.10 Install self -adhering underlayments when surface temperatures are minimum 450F 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@, Summit'" Synthetic Underlayment, WeatherMasterT" Granular Ice & Water Shield, WeatherMaster'" 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 WeatherMaster'" 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 El1): 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 5 of 7 I TRINITY' END 6.3.3 System El3): 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 El4): Base underlayment mechanically fastened to deck too layer 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: WeatherMasterTm Granular Ice & Water Shield or WeatherMasterTM 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 E(5): Base underlavment mechanically fastened to deck too layer 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 Ib/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 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. 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 manufacturer or the named QA entity for information on plants covered under 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 A12630.12.08-HVHZ-R2 Certificate of Authorization #9503 FL11915-RI Revision 2: 04/24/2009 Page 7 of 7 FloOnline Pago 1 of 3 ridaBuildingCodePERMIT # OFFIC 4` w Z.lit l f ,'yf 1-p,, • {':A f F /}%' - t}; t:4TtE Y. ` 9iJ'li-Ae UYIJO_A• t?CAC! {>s!JA.. Product Approval USER: Public user Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type A` R Code Version Application Status j, t:i Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12103 New 2007 Approved n Alside 3773 State Road Cuyahoga Falls, OH 44223 330) 922-2389 nthompson@alslde. com Nick Thompson nthompson@alslde. com Nick Thompson 3773 State Road Cuyahoga Falls, OH 44223 nthompson@alside. com Jack Mowery 3773 State Road Cuyahoga Falls, OH 44223 419) 853-4656 Jmowery@alslde. com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report - Hardcopy Received Alan Reeves PE- 19354 Architectural Testing, Inc. 12/ 31/2011 Steven M. Urich, PE CIJ Validation Checklist - Hardcopy Received FL12103 RO COl cert of independence.odf Standard ASTM D 3679 Year 2005 http:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fE... 7/12/2011 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/12/2009 02/25/2009 03/01/2009 04/07/2009 Summary of Products FL # JlMoclei, Number or Name Description 12103.1 jBoard & Batten Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12103 RO II Board and Batten.pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL12103 RO AE Board and Batten.Ddf HVHZ. Allowable Design Load for Board &Batten +/- Created by Independent Third Party: Yes 71.1 psf with nails. 12103.2 lCenterLock Vinyl Siding Limits of Use Installation Instructions ' Approved for use In HVHZ: No FL12103 RO II Centerl-ock.Ddf I Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In I FL12103 RO AE Centerl-ock. pdf HVHZ. Allowable Design Load for Double 4.5" Clapboard Created by Independent Third Party: Yes 46.7 psf with nails and +/- 106.7 psf with staples. Allowable Design Load for Double 4.5" Dutchlap +/- 64.4 psf with nails. 12103.3 lCharter Oak Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12103 RO II Charter Oak.pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL12103 RO AE Charter Oak.Pdf HVHZ. Allowable Design Load for Double 4.5" Clapboard Created by Independent Third Party: Yes 104.4 psf with nails and +/- 137.7 psf with staples. Allowable Design Load for Double 4.5" Dutchlap +/- 95.6 psf with nails and +/- 117.7 psf with staples. 12103.4 lConquest Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12103 RO II Conauest.Ddf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL12103 RO AE Conquest Ddf HVHZ. Allowable Design Load for Double 4.5" and Double Created by Independent Third Party: Yes 4.5" Dutchlap +/- 83.3 psf with nails. 12103.5 1coventry Vinyl Siding I Limits of Use Installation Instructions I Approved for use In HVHZ: No FL12103 RO II Coventry.odf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In I FL12103 RO AE Coventrv.DdF HVHZ. Allowable Design Load for all configurations I Created by Independent Third Party: Yes Double S", Double 5" Dutchlap, Double 4", Double 4" Dutchlap, and Triple 3" +/- 86.5 psf with nails. 12103.E Icypress Creek Variegated Siding Vinyl Siding iLimitsofUseInstallationInstructions Approved for use in HVHZ: No FL12103 RO II cypress creek.Ddf Approved for use outside HVHZ: Yes Verified By: RADCO, INC. Impact Resistant: N/A Created by Independent Third Party: Yes i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 7/12/2011 r lorida building lode Online rage .i of j Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 RO AE cypress creek pdf HVHZ. Allowable Design Load for Double 5" and Double Created by Independent Third Party: Yes 5" Dutchlap +/- 60.4 psf with nails. Allowable Design I Load for Double 4" +/- 75.5 psf with nails. Allowable Design Load for 7" Board and Batten (installed vertically) 60.2 psf with nail pattern of 12" vertical. 12103.7 10clyssey Plus Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12103 RO 11 Odyssey Pius.odf Approved for use outside HVHZ: Yes Verified By: RADCO, INC. Impact Resistant: N/A Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In I FL12103 RO AE Odyssey Pius Ddf HVHZ. Allowable Design Load for Double 5" and Double I Created by Independent Third Party: Yes 5" Dutchlap +/- 94.4 psf with nails. Allowable Design Load for Double 4" and Double 4" Dutchlap +/- 105.0 psf with nails and +/- 128 psf with staples. 12103.8 jProdIgY Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12103 RO 11 prodigy odf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use In FL12103 RO AE prodiov.pcif HVHZ. Allowable Design Load for Double 6" and Single 7" Created by Independent Third Party: Yes 114.3 psf with nails. Allowable Design Load for Double 5" Dutchlap +/- 135.7 psf with nails. 12103.9 Isears Centef-Lock Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12103 RO I1 Sears CenterLock.Ddf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: For use as exterior cladding only. Not for use In FL1 103 RO AE Sears CenterLock.pdF HVHZ. Allowable Design Load for Double 4.5" +/- 82.3 Created by Independent Third Party: Yes psf with nails. 12103.10 lWilliamsport Colonial Beaded Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12103 RO 11 Williamsport.pdf Approved for use outside HVHZ: Yes Verified By: Architectural Testing, Inc Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: For use as exterior cladding only. Not for use in FL12103 RO AE WIIIIamsoort.01' HVHZ. Allowable Design Load for 6.5" Beaded +/- 60.0 Created by Independent Third Party: Yes psf with nails. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fonda 32399.2100 850) 487-1824, Fax (850) 414.8436 Co 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Coovriaht Statement I Accessibility Statement I Plua-In Software I Customer service Survey I Contact Us Product Approval Accepts: SCCU PNFritrIkirS- Vtr151pP irurlyd , Yr ., r1 F http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUCp/o2fE... 7/12/2011 717-846-3747 Fax 717-846-0355 HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 19 February 2009 Nick Thompson, Product Manager -Siding & Metals Associated Materials, LLC 3773 State Road Cuyahoga Falls, Ohio 44223 RE: Vinyl Siding per Florida Building Code 2007 Dear Mr. Thompson; The following Alside Vinyl siding product; Board & Batten has been tested at Architectural Testing Inc. in ATI report number 01-39484.01 and analyzed in conformance with ASTM D 3679 as required by Florida Building Code 2007, paragraph 1404.9. This product type is 5-1/2" vertical with 1-1/2" batten configuration, with a thickness of 0.054". The allowable design wind pressures for this are +/- 71.1 psf with nails. Fasteners will be placed at 7" horizontal and 12" vertical maximum spacing, which means fasteners are into the sheathing only and not into the studs. Fasteners are roofing nailsl-1/2" long with 1/8" diameter shanks and 3/8" diameter heads. Sheathing must be placed behind the siding, and studs must'be at a 16" maximum spacing. The above allowable design wind pressures are in conformance with Florida Building Code 2007, Section 1609, Wind Loads. I trust that this information is sufficient for your needs. If there are any questions about this, please contact me, Sincerely yours; C2&',., 9/. Allen N. Reeves, P.E. Structural Engineer Florida License #19354 19 FEAR" Rr 2,069, ANR:anr Cc: 09010004 r OMCE MIAMI L1ADE PERMIT # MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION n 'je f MIAMI, FLORIDA 33130-1 563 I (v (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.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. MIAMI•DADE COUNTY b 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 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-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 A STME- 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS l . 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. Jsha4 I. Chanda, P.E. Product Control Examiner NOA No. 08-0213.03 Expiration Date: May 22, 2013 Approval Date: April 24, 2008 E-1 GENERAL NOTES: NON -IMPACT SLIDING GLASS DOOR 1 GLAZING OPTIONS: 8. 3116" TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117, FTL42T7 AND FTL-5095. C. 1/4" TEMPERED GLASS. TEST REPORT FTL-3102. D. 5/8" INSULATED GLASS (I.G.). (2) LITES OF 3/16" TEMPERED GLASS WITH A 1l4' AIR SPACE. TEST REPORTS FTL-4273. FTL-4275, FTL-4280. FTL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES SEE TABLES 1.3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED.. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116. FTL-3117. FTL-3596, FTL-4273. FTL4275, FTL-4277, FTL-4280. FTL-4285, FTL4341 AND 5095. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGHVELOCITYHURRICANEZONE (HVHZ). 3/16" TEI 39 3/16" MONOLITHIC GLASS GLASS TYPE B e 1/4' TEMPERED GLASS 15 11 37 3/16" TEMPERED GLASS i1317 NOM. 5/8" I.G. 3/8' GLASS SITE " 1/4" MONOLITHIC GLASS GLASS TYPE C 10 TECNNOLOGYDRIVE NoxauS. FL 3a7s — P.O. BOX IR9 NOXCI UM 11 .%M Vu;by Berre. NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS........... 1 DESIGN PRESSURES....... 2 3 1..... 4 VERT. SECTIONS ...... ...... . 5 HORIZ. SECTIONS........ 6-8 X' & '0' CLIP INSTALL.... 9 PARTS LIST ..................... 10 EXTRUSIONS .................... 11- ANCHORAGE ..................... 14- PRODUCT RENEWED IS cob1ag wftb me Ple" D11 Defdlescode Acwpo a Na,/02110 3 dpintka Doa,e/.3 Mfaea•Dede , fTlvLaan 1!/ AIRSPACE 3116" TEMPERED GLASS 3/ 8" GLASS SITE 5/ 8" I.G. GLASS GLASS TYPE D I, GLAZING DETAILS & MAP SLIDING GLASS DOOR, NON -IMPACT SG02500 1 NTS I 1 • 16 1 757 PRODUCT , REVISED a. awpl)lat w1tb Cho Flolde filaw" Code AAla m*ft. -a .oZ TLyfndoa Dale &! 422, npc0 b . Mbol Dedeur- r4act coainl Dlvwoe Robot L. Clerk. P E. PE V39712 Structural COMPARATIVE ANALYSIS: TABLE 1. EXTENDED SILL, 2 1/2" HIGH SINGLE/SINGLE INTERLOCK NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) GLASS TYPES: B. FTL-3117 & FTL4277; 3/16" OR 1/4' TEMPERED D. FTL4280 & FTI- 4285; 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3116"T) NO OVER-ALL DOOR HEIGHT PANEL g WIDTH O 80" (66) 84" (70) 90" (76) 96" (80) INTERIOR Is EXTERIOR SINGLE/SINGLE INTERLOCK NO REINFORCEMENT COMPARATIVE ANALYSIS: EXTENDED SILL, 2 1/2" HIGH SINGLE/OOUBLE INTERLOCK (OUTSIDE) FULL REINFORCEMENT (SEE SECTIONS GLASS TYPES: C. FTL-3102; 1/4" TEMPERED 0. FTL4273 & FTL4275, 5/8' TEMPERED I.G. NOM. toco OVER-ALL DOOR PANEL g 80" () " () WIDTH C7 ON SHEET 81 3/16"T, 1/4-SPACE, HEIGHT 90" (76) TABLE 3. 3/16"T) 96' (8q 24„ (2°) B 65.0 98.8 65.0 71010- 64.6 64.6 60.0 60 0 24" (2°) C 65.0 127.1 65.0 120.0 65.0 110.8 65.0 102.9D65.0 107.1 65.0 65.0 73.8 65.0 68 6 2) B 65.0 82.7 8.4 584 53.8 53.8 49.8 9.8 0 65 0 130.0 65.0 130.0 65.0 120.0 65.0 111.4 30" (26) 0 106.3 65.0 100.2 030" 65. 92.2 65.0 85.3065.0 89 6 65.0 66.8 61.4 1.4 56.9 56.9 0 65.0 115.2 65 0 108.5 65.0 99.8 65.0 92.4 36' (30) B 65.0 72.3 50.9 50.9 46.T 46.7 43.1 3 1 36" (30) C 65.0 92.9 65.0 87.3 65.0 80.0 65.0 73.8065.0 78.3 58.2 58.2 53.3 53.3 49 2 49.2 D 65.0 100.6 65.0 94.5 65.0 86.7 65.0 80.0 42" (36) B 65'0 65.1 45.7 45.7 41.7 41.7 38.4 38.4 42" (36) C 65.0 78.4 65 0 78.4 65.0 71.6 65.0 65.8D65.0 70.5 52.2 52.2 47.7 47.7 43.9 43.9 D 65.0 84.9 65.0 84.9 65 0 77.5 65.0 71.3 48" (4°) B 60.0 60.0 42.0 42.0 38.2 38.2 35.0 35.0 48" (40) C 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 0 65.0 65.0 48 0 48.0 43 6 43.6 40.0 40.0 D 65.0 65.0 1 65.0 65.0 65.0 65.0 1 65.0 65.0 TABLE EXTENDED SILL, 2112" HIGH SINGLE/SINGLE INTERLOCK FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) B. FTL-3116: 3/16" OR 1/4" TEMPERED D. FTL-4341; 5/8" TEMPERED I.G. (3/16'T,1/4"SPACE,3/16"7) OVER-ALL DOOR HEIGHT PANEL g WIDTH 0 80" (60) 84" (7°) 90" (76) 96" (80) 24" (2) 8,0 +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85 7 30' (26) B4O +65,0 -88.6 +65.0 -83.5 +65.0 -76.8 +65.0 -71.1 36" (30) 8,13 +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -61.5 42" (36) B,D +65.0 -65.3 +65.0 -65.3 +59.6 -59.6 +54.9 -54.9 48" (4°) B4O +50.0 -50.0 +50.0 -50 0 +50.0 -50.0 +50.0 -50.0 0R INGLE/SINGLE INTERLOCK REINFORCED S NOTES: SEE NOTES 1 & 20R INGLE/SINGLE INTERLOCK REINFORCED S NOTES: SEE NOTES 1 & 2 POS. SILL DESIGN HEIGHT PRESS. IN.) PSF) 21/2" 65.0 1 314" 1 +35.3 INTERIOR NOT SILL RATED 1 POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2" HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1314. SILL. NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. 0.04 e v TEc 1 m ocr ow E p 7 DESIGN PRESSURES, NO REINFORCEMENT NOWN/a F<J4775 oc P.O.DOXimp ALUM. SLIDING GLASS DOOR, NON -IMPACT AM Mis, a.W;4 wamy Bette. . 6.0 s o NTS 2 + 16 t++vw 757 LSG0 INTERIOR 46 45 EXTERIOR SINGLE/DOUBLE INTERLOCK REINFORCED PROpp CT salZ With r OIy° Gbeyr . PRODUCT REVISVP u eegl74eg w11016e FlerMs e.ml Code AetlPteetene 4 0 .oZ stOr.aou nuc a dwy z 4 jod! W, I sc..11- U., u a- 1Mbni Dede /edba Geotrol o6vafe. 0t.-'fL Gark, P.E. PE 039712 Slru°lural CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: R.H. FIXED. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINALAINTERLOCKLOCKSTILERLOCKSTILE L.H.LHWIDTH PANEL TYPES IS a4 1/8". INTERLOCK2. MAX. OLO HEIGHT = 91 314' 6 R.H. R.H. FIXED STANDARD INTERLOCKINTERLOCKSLOCKSTILEASTRAGAL3. DOOR CONFIGURATIONS INCLUDE BY-PASS. POCKET AND ANY COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 CINTERLOCKASTRAGALTASTRAGALLOCKSTILEAN012OFTHISNOA. LOCKSTILE INTERLOCK EXAMPLE MAXIMUM CONFIGURATIONS: R. H. U REVERSE ASTRAGAL LOCKSTILE A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) B. FIVE PANELS ON FIVE TRACKS (BY-PASS) L. HR.H. FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCKIC—I I INTERLOCK V LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. F INTERLOCK L.H. DOUBLE STANDARD INTERLOCK W INTERLOCK ASTRAGAL Cj LOCKSTILE DOUBLE FIXED DOUBLE INTERLOCK Y LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE PRoauCTRFJICVAID 89 ftW10° Mcod -fob me modft a•.Iv i^z.o3 DOUBLE FIXEDINTERLOCKINTERLOCKOCKYRINTERLOCKLOCKSTILEo. ( qo 13 aI J LOCKSTILE STNARDOUBLE ASTRAGAL GR INTERLOCKLOCKSTILEL.H. K INTERLOCK LR REVERSE L INTERLOCK PRODUCT Rgvts D somiax a eMplyle wNM 1ne /Melt Code L.H. STANDARD L INTERLOCK ASTRAGALWRSTANDARDDOUBLE ^°"°"Acmpft""No07 4032o ASTRAGAL INTERLOCK R` w"1o" Da1eAk&!j'--'ice^Gtl by, 1iitu1. 64k1. e-1- nn..dtproftetroaftell M LOCKSTILE L. H. DOUBLE R.H.h w INTERLOCK D S INTERLOCK INTERLOCK N ASTRAGAL INTERLOCK SD I INTERLOCK INTERLOCK R.H. FIXED P INTERLOCK LOCKSTILEw..dsy. rrw.: rdaa. o.w+a / A FJC 67= 7JNOCHANGEMISSHEET10mTEChWOLGGYMWPANELTYPES / d If I FA svi"7 K NO CHANGE THIS SHEET NOKOM4 FL $9275 Ac;T_ALUM. SLIDING GLASS DOOR, NON -IMPACT FAiN19A77 L CHANGE THIS 9HEET P.O. BOX 157Y Robert L. Clark. P.E. arw.er o. r: ts.a o.rNOKOMIS. Fl. 34274 Visibly Better e`r r.c eWL --t °i`°~` " PE 039712 FX 094&V4 .,c Zm SG02SW NTS 3 d 16 757 L sbuorurai T 39' TY1P. L 48" NOM. 44 118" MAX. DAYLIGHT OPI w Y 80' Y MA: a VO HT a AAX. PANEL WIDTH—r=----. 48" NOM. MAX. PANEL WIDTH —r OXO NING FOR 48" NOMINAL, ALL CONFIGURATIONS 96" MAX. HIT. 1 48" NOM. MAX. PANEL WIDTH I { X_ p or pX OX Or XO 62=7 96" 4AX. HIT. 1 75 3/4" w MAX. 80, DAYLIGHT MA; a OPENING HT 48" NOM. MAX. PANEL WIDTH —i- pXXXO or OXXXp DLO HT. OLO WIDTH L 48" NOM. MAX. PANEL WIDTH OXXO Or XXXX NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. OLO WIDTH = NOMINAL WIDTH - 3 7/8" 3. DLO HEIGHT = DOOR HEIGHT - 4 1/4' wwY U a 913/4' 96' MAX- MAJ DAYLIGHT HT OPENING 48" NOM. MAX. PANEL WIDTH Y v 7Ea+nroLocroave EXAMPLE ELEVATIONS NOKOMIS, FL 34275 P.C.BOX ism ALUM. SLIDING GLASS E NO KOMI£ FL 34274 Visibly Berle a.r.uei.t 7e` arc S0025W NTS 4 a 18 NON -IMPACT 757 PRODUCT RRNM9 ComPblO wil6 Ar Fke ftftWIeRCade Acewaaes Nay=d 3EiPleulaoD.ee ia +3 PRODUCT REVISED as mgmpto t wM lYe F$ n m puldrut Code GZAccW"ee N0O 0 . c P.spindoa oHe 2.t. &r 2,wly 40 . Mbui Dodo 1 owar•I Owls. at L. Cl•dc. P.E. PE N39712 Smxwral 212 lJ J 216 (5 -TRACK HEAD & SILL SHOWN) 715 217 211 214 MAX. HEIGHT ALL CONFIG. NOTE: MAX. DP W/ SILL = +35.3 EXAMPLE MULTI -PART EXTERIOR FRAME STANDARD SILL EXTENDED SILL 212 _- ILJ L. 2186 (5 - TRACK HEAD & SILL SHOWN) 211 74 215 217 EXAMPLE MULTI -PART INTERIOR FRAME m EXTERIOR VERrICAL 71 nr- u a 76 INT. NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS REQUIRED. O 8 n IFS 74 VERTICAL SECT. INTERIOR SILL NMOMiS. FL P.O. WX 15n ALUM. SLIDING GLASS DOOR, NON -IMPACT HOKOM i RL 34M Visibly Better c" 4'sGfid* eo+ — oMvw wn 8=Mv 1 112 1 5 s 16 1 757 1 PRODUCT REWEWED 4* emwai With fbe jurm, B-Idi-I Code Afte& spirlsaesPtredoaD.h / S er 4t Mf F* n0 PAY Ce-MN PRODUCT REVISED s- popm-2 w11N tbs "144s B. Idit Codc -0 O tee. 02 AptsaccM Zeo$ CspinUo- Daic} m MhalDsdcDWblo- Robert L. Clark. P.E. PE 039712 sUUowrel SECT. A -A SECT. 0-0 —\ \ SECT. E-E INTERIOR o o (ALL SECTIONS) L----- -- - 1 - --- \ -----\-- EXTERIOR SECT. B-B SECT. C-C SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) X X SECT. A -A 106 OR s MOVABLE INTERLOCK AT P-HOOK SECT. B-B MOVABLE SINGLE/SINGLE INTERLOCK 6 OR AND0OLO1AIRSPACER, TYP. ALL SECTIONS SECT. D-D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK 10MM MMOGYMNE MOXOMM FL 34275 P. O flair imv MOROMM FL 54Z74 24 OR 121 1 OR 8 XORO X SECT. C-C LOCKSTILE AT ASTRAGAL X OR O Q OR 8 USED ONLY WITH FIXED PANEL. O 78 Visibly Better 73 SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTIONS, TABLE 1- DPS Tft- ALUM. SLIDING GLASS DOOR, NON -IMPACT lwaatbft JUIe n7 t tlrftft wn SGO2500 112 6 d 16 757 I PRODUCTRENBWCb eam caspye nwits the purwa s. iett Aeoeptrrca No 21 . O 3 f3tWnHao 41 kfen dnQ PRODUCT REVISf.O u coRpipiat wft 1Yc F%PCWe Brldia Codc 07-0W-;-OZ AceeptaaaNoS apirnlaa fhts 6 DWteI Dad Pca pct t'.. Dhfafoe v 0 3v o Robert L. Clerk. P.E. PE OST12 slrualurel SECT. A -A SECT. H-H SECT. E-E o 0 4INTERIOR o o 1 ( ALL SECTIONS) L---- - -- --- - - ---- a-- 1 EXTERIOR i SECT. F-F SECT. G-G J SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) X X SECT. A -A f06 OR 6 MOVABLE INTERLOCK AT P-HOOK SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK SECT. H-H v FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK XORO OR e OR 8 SECT. G-G LOCKSTILE AT ASTRAGAL XORO USED ONLY WITH FIXED PANEL, C ro TECHRIMOGYMNIF NOKOMIS. FL 34Z75 P.O. BOX 15" PNKOWS R ge27I Visibly !letter OR 8 SECT. E-E LOCKSTILE AT JAMB ALUM. SLIDING GLASS C rr..e.sa aar an..c SGO25w 1/2 7 16 X E 2 - DPS NON -IMPACT ft 757 1 PRODUCT RENEWED n eoopwas wlth the 1%. wmkq Code Aeoepteaee Noop e 3 Expiration Deter Z r . ta.a.aa o+teda. PRODUCT REVISED as e9NWI71aC wit the Florida Ba1d1bg Code AceEptoace Naa'7 0 K" • V Z Ecpiradoa Date 1cvq WqM6WOWE Olelydoe 7 -- Ruben L Clark, P E PE 039712 SbutWrol SECT. A -A ' ` SECT. J-J SECT. E-E INTERIOR o o o 0 1 (ALL SECTIONS) f------------ , ------ --- \ - I ---- a`-- EXTERIOR SECT. 1-1 SECT. G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES} SECT. A -A MOVABLE INTERLOCK AT P-HOOK e ORS SECT. 1-1 MOVABLE SINGLE/DOUBLE INTERLOCK 134 OR O SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK w- J NO CHANGE THIS SHEET m-c 1070 TE0100CLOGYORNE K NO CHANGE THIS SHEET NOKOWA FL 3I275 em L NO CHANGE THIS SHEET P.O. Box 15M hs my a.ac NOKOMA FL 3W4 J. aATm XORO USED ONLY WITH FIXED PANEL, O 78 D OR 8 73 SECT. E-E LOCKSTILE AT JAMB Ilk HORIZONTAL SECTIONS, ALUM. SLIDING GLASS D, Ksib& Bean a r.--re sar t-re ScIrTm 112 8 016 E3-OPS NON -IMPACT 757 L PRODUCTRENF.WED aasampblor with the Fwww ftklitq Code AmWeose No Ofr Yf 2/ 2. j, 3 hana. n.le,7o(3 2p. Ga (. ~ Bl ohmos PRODUCT REVISED as eeppl)1er with the Florida 17eld1h6 Code _ AstlrWeee Ne0 O Qcplrstlsa Date Mieol Dade P P.a" DF61aa u/ Robed L. Clack, P.E. PE 039712 Structural 1) TRACK CLIP ASSEMBL ON EACH ACTIVE PANEL. POSITION TO SECURE TH IT'S RESPECTIVE SILL TR/ 1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITIONTOATTACHFIXEDPANELTOFRAMEHEAD 2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB w\ --vj 1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS OPERABLE PANELS NOKOVISA FL 3 75 TRACK CLIP & FIXED CLIPS INSTALLATIONNOVCON/s, FL 31275 rr Po. epx rst9 ALUM. SLIDING GLASS DOOR, NON -IMPACTNOK041lg. FL 3rZf1 a.+ww te,. SGW5W 112 1 9 M 16 17.57 L INSTALL W/ #10x1' SMS (4) RE - INSTALL #10x 3/4- PANEL SCREWS (2) INSTALL W/ #10x1"SMS (4) RE - INSTALL 114-20 PANEL SCREW (1) PR00t1CT RENMED otf mC 01 with the F%,* t w—v Balding Code t.aalloo 021 .03 aplsaHas DoteL ID1< b{ PRODUCT REVISED u Complying w11b the Flarlde A<Cepauce Ne o—Q 1p Raptnlioo Doae DNWoe Robert L. Clark, P.E. PE 939712 structural I FAA 1 PART 708 DESCRIPTION PCf# LOCKSTILE, MONOLITHIC 69362 2 IATCHASSINLILY(LOCK 7LOCK 3 LATCH ASSEMBLY (DUMMY) 7DUMY 4 6 705 10-32 X 1.25 PH. FL MS (LATCH) INTERLOCK (STD.), MONOLITHIC 71114K 69409 7 1119 10 X .750 PH. PN. SMS - S.S. 7S 134X 8 9 1209 I/4-20 X 1.125 PH. PN. MS W STP, .187 X 320 - PILE 7142OXI 18PPMSX 6FELTK 11 706 TOP RAIL, MONOLITHIC 68172 12 1281 WSTP, .187 X .290 FIN SEAL 61281 W 13 725B TOP PANEL WIDE 41801 15 707C BOTTOM RAIL, MONOLITHIC 68173 17 726 BOTTOM PANELGUIDE 41802 18 661 SINGLE ROLLER ASSY. 7SRAZ 19 661 SINGLE ROLLER ASSY. - S.S. 7SRA X 20 683 TANDEM ROUJ 1ASSY. 7683Z 21 683 TA NDEM ROLLER ASSY. - S.S. 7683SS 23 609 ASTRAGAL, MONOLITHIC 68315 24 720 ASTRAGAL(H.D.), MONOLITHIC 69492 26 653 LATCH KEEPER 7SDKEEP 27 653 LATCI I KEEPER - S.S. 7SDKFJ-Y 28 98 X .312 PI I. TR. SMS 78X56A 29 729 JAMB BUMPER 72087K 30 6 X .375 PH. PN. SMS 76X38PPA 31 663/664 BUMPER SHIM (.030 OR .060) 41831 33 734 1 DOUBLE INTERLOCK (STD,), MONO. 69494 36 1007 IGLAZfNG VINYL- 3/16 6T304 37 1 I<.AZTNG VINYL- 1/4 614GLK 39 3116" TEMPERED GLASS 40 114" TEMPERED GLASS 42 645 1 ADD -ON STILE (OXO ONLY) 69112 45 755 1/2 X 1 5/8 RUNT. -A WM 6755M 46 1214 1/2 X 1 1/4 REINF. -ALUM. 61214M 49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 51 1040 MORTICE LOCK (DEAD LATCI 1) 71040 52 1040-2 MORTICE LOCK (DEAD LATCH) S.S. 7104OX 53 CYLINDER/HOUSINGASSY. (MORTICE 70288K 54 101E 1#8 X.625 PH. FL SMS 7858ZA 55 657 1BACKINGPLATf MORTICE) 4183ON 56 1045 IMORTICE HANDLE SET 71045 57 COVER PLATE 7VT43 58 659 MORTICE LATCH KEEPER 7SDSP5X I 00 1239 3/16" APPLIED M UNTIN 69421 61 665 COLONIAL ENDPIECE 41628 ITEM 62 63 64 66 61 PART 522 124 1240 754 756 DESCRIPTION COLONIAL TN I-RSECTION APPLIED COLONIAL MUNTIN 1 / 16 X I FLA TBA R TRACK CLIP GUIDE TRACK CLIP COVER PGT# 41630 66631 68926T52 41754B/ W 675613/W 68 69 740 6 X 3/8 PP SMS 18-8 SS) HOOKSTRLP (P-HOOK) 76.X38PPA 63713 70 722A lilGH-RISE (RACK ADAPTER 69371 71 702 2-TRACK HEAD 68179 72 7039 2-IKACKEXTERIOR SILL 6703E 73 704 2-TRACKJAMB 68180 74 637 2-TRACK INTERIOR STL L 68275 76 717 F]XED PAW— CLIP, TOP 7LA 13A 77 717B FLED PA NEL CUP, BOTTOM 7717FPCA 78 646 FDCED PAlff! BRACKET 41814 90 1136 96 X 1/2 PP SMS 76X12A 101 736 LOCKSTILE, LG. GLASS 60392 106 735 INTERLOCK (STD.) I.G. GLASS 60393 III 6L8 TOP RA lL, I.G. GLASS 69088 115 619 BOTTOM RAIL, I.G. GLASS 69089 121 737 ASTRAGAL I.G. GLASS 60394 130 5/8" I.G. GLASS; 3/16" TEMPERED 1/ 4" SPACE, 3/ 16" TEMPERED T3F 1006 GLAZING VINYL - INSULATED GLASS 658GLK 134 745 DOUBLE INTERLOCK (STD,), I.G. GLASic 60551 201 629 1-TRACK HEAD, POCKET DOOR 68176 202 628 1 - TRACK JAMB. POCKET DOOR 6628 203 666 I OPT. SCREEN RA Il, POCKET DOOR 61394 204 627 1 - TRACK SILL, EXT. POCKET DOOR 68178M 208 631 3 - TRACK HEAD 68182 209 632 3 - TRACK JAMB 68183 210 633 3 - TRACK SILL, EXT. W/ SCREEN RAIL 68194M 211 613 ADD -ON TRACK HEAD 68187 212 614 ADD -ON TRACK FOR FRAME HEAD 68185 213 617 12- TRACK FRAME JAMB, ADD -ON 68188 214 615 13 TRACK SILL ADD -ON 68189M 215 616 ADD -ON TRACK W/ SCREEN FORSLL.L 68190M 216 634 ADD -ON HEAD 68186 217 635 ADD -ON SUL 68191M 218 638 LAW -RISE 2 - TRACK SILL, EXTERIOR 68952M 220 636 1 - TRACK S[L1, INTERIOR 68274M 222 1671 LOW-RISE I - TRACK SILL EXTERIOR 60903M 225 1717 IHIGWRISE TRACK A DAPTER 68313M NOX0411S. FE 34275 RL. — PA. Box fno — ALUM. SLIDING GLASS DOOR, NON -IMPACT NOKOMIS, M31271 visibhBeare, t`"110* ed. ff. SGDM NTS 10 -f 16 757 PRODUCT RENEWED As complying with the Fbrlde Balding Copse Acceptance N90 n'2-/ 9•d 3 dodos Dote_ 544 . itti4 ` t. ua PRODUCT REVISED a. eopplylsf with t e FwrwG tldlhC Code Acceptsscc Ne 'O d .UZ F.. pir Ogle -- er L_ mismi Dale frblisci Geetwl Dirbiw Lf Roden L Clark, P E. PE N79712 ShVckrtal I .690 I-- -.- .890 f--- 062 .062 1.375 1.375 L-" 11.036 --150Q- I.G. TOP RAIL TOP RAIL MATL:6063-T5 MATL:6063-TS 111 #618 6#706 2.310 ED1816 1_ I.G. DOUBLE INTERLOCK MATL:6063-T6 134 #745 i 1.036 F+- - 4494 - Fri - 062 .062 2.438 2.438 tr I t 1 .890 r- - --j .890 F- I.G. BOTTOM RAIL BOTTOM RAIL MATL:6063-T6 MATL:6063-T5 8S 619 0707 T . 500 I 1.611 a45REINFORCEMENTMATL: 6063-T6 755 TO1.250 J- 46 REINFORCEMENT MATL: 6063-T6 1214 NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" STD. DOUBLE INTERLOCK O MAT'T6 73434 r---- 2.562 - 1 1.096 T 1.575 J 2.845 1 _ .125 I.G. ASTRAGAL MATL: 6063-T6 O121 #737 1 2.845 L 2.437 2.310 -{ a.093 1.032 1.45062 f01 I.G. LOCKSTILE- MATL: 6063-T6 I.G. INTERLOCK 736 MATL: 6063-T6 8#735 r--- 2,437 --i 1 062 - 1.032 -- 2.310 STD. LOCKING STILE1.452 O MATL:6063-T6 093 708 STD. INTERLOCK MATL: 6063-T6 2. 562 --I O #705 r- T T 1. 575 f' H. D. ASTRAGAL OMATL: 6063- T6 23 # 720 PROM' CT REMEWED 125 Bat ncoatply- with the pudit dtasColeAtexptaaa awradae Do lt Wad ae J OHMer O O 110 O raooucT a>rvlseo O O O O to corpplriag with the FlocWa naldibg Cone 1 1. 7 1 Aaepuscs,NQ,'7-0Y030Z- 1- - 1 1. 000 1.750 F.aolnuua nett d .!t 7002 1. 000 Tn 1Nta 1 Mde Cnnel 2. 000 0 1.750 125 L . 125 77 FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP MAT' L:6063-T6 76 MATL:6063-T6 4717B # 717 to v •7 a t>:t`osrm P EXTRUSIONS, PANELS 3 P. O. Boxmy -- T ALUM. SLIDING GLASS DOOR, NON -IMPACT_ Roan L Clark. P E HOKON0. S. R 34274 Visibly Better SGmSao NTS 11 • 16 757 L StructuralPEM12 660 3.624 1.000 ' 1.687 REF. i-- .062 2.500 ANCHOR HOLES 71 2 - TRACK HEAD 062 — MAT'L: 6063-T6 70 HI -RISE TRACK ADAPTER 702 MAIL: 6063-TS 722A Li 3.500 -- 062 687 2.370 — 060 1.594 REF. ANCHOR HOLES 1.010 2-TRACKJAMB HOOKSTRIPMAIL:6063-T6 O MA L:6063- 5704 740 1.687 REF. ANCHOR 062 rRODUCT REmmm HOLES co& IseP1et1b 1.750 .500. 750 P7, l3 03 lB 4.676 . 062 _ 20.7 OPTIONAL SCREEN RAIL, POCKET MAT'L: 6063-T5 72 2 - TRACK EXTERIOR SILL # 666 MAIL: 6063-T6 703B IVISFA 550 4 PRODUCT wi*ti i au, saTPb t 1.687 REF, e„ tars c & ANCHOR A ccPu„e tao0 vZ HOLES n.ul2 ey 1.750 062 I M.,Uad cl Coaltol 1+ Dlvkieo 562 .050 IF+— I 225 HI -RISE TRACK ADAPTERTMAT'L: 6063-T5 732 74 2 - TRACK INTERIOR SILL ram/ MAT'L: 6063 T6 637 ar 62W7 J NO CFNNGE TMS SHEET areUavc d a ro7o rrrrHarstaGroan EXTRUSIONS, FRAME 1 SV11w7 K NO CHANCE THIS SHEET NpKOMIS, RL 34275 fa ALUM. SLIDING GLASS DOOR, NON -IMPACT10.254177 L REMOVE 201 ?026 20N 1-TRACK FRAME P.O. BOX 1528 Robert L C4,k, P.E. r. oft u"c or ul qee NOKOW. R 31274 Uuibly Bette e.r.waa 'T''` ~ °1po " PE #39712 0908,Z4 J.J. 04'A"I' ?S S0025M NTS 12 s 16 757 L stwuro ADDED FRAME COMPONENTS 1 ----- 5.218 - 1 1.000 .750 r .062 208 3 - TRACK HEAD MAT'L: 6063-T6 631 062 1 687 7 209 3 - TRACK JAMB MAT'L: 6063-T6 632 1 --- 4.016 950M rl 750 T.062 -- 2ff ADD -ON TRACK HEAD MAIL: 6063-T6 613 062 687 3.187 T O2 - TRACK FRAME, 213 JAMB ADD -ON MAT'L: 6063-T6 617 Lr-- 3.002 --- 1.000 1 T TCIF--- .062 ADD -ON TRACK, 212 FOR FRAME HEAD MAT'L: 6063-T6 614 440 062 625 2,394 ---41 O1 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L: 6063-T6 671 062 50 . 062 _TnFn1.250 .062. 440 562 1 562 1 .562 } 627 Tr 8., 84 T I - ial 5.582 11 1 - Fes- +- 3.988 ---{ 3 -TRACK SILL, EXTERIOR 2f0 W/ SCREEN RAIL MAT'L: 6063-T6 633 1 _- .062 562 I l-- 2.446 215 AOD-ON TRACK W/ SCREEN FOR FRAME SILL MAT'L: 6063-T6 616 214 3 - TRACK ADD -ON SILL MAT'L: 6063-T6 615 062 J .062 562 '562 F-- 1.844 r ice- 3.798 2 -TRACK SILL, 217 1 -TRACK ADD -ON SILL 119 INTERIOR W/ ADD -ON MAIL: 6063-T6 MAT'L: 6063-T6 635 #637 218 2 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L: 6063-T6 638 1.062 562 2.204 O 1 -TRACK SILL, 2Z0 INTERIOR W/ ADD -ON MAIL: 6063-T6 636 10707ECWNOLOGYORIVE EXTRUSIONS, FRAME C N Tft P. NIS. Pl. 34275 pBoxIs" ALUM. SLIDING GLASS C NOKOMIS, R 34274 Visibly Betoer ' s 1sc02" NTS 13 d 18 757 Imo- 1.800 -- I -A 1.000 062-il-- 216 ADD -ON HEAD MAT'L: 6063-T6 634 PRODUCT RF.NFWED d cuaplyin` with the noridgg Btafdisp coat Aaeept.ttteNo6G-e 2/3.o j Fiple.tla "k J - tz _ 2d13 N 1 fl Ceatts RODUCT REVISED V eogrplytog with the Auri4v Buiding Coar Aeceptancc 4.._02& 0 •Oti By t4 te,bwi Dods >• itM Eaated Di'%k. T Robert L. Clark, P E. tic PE 939712 L swmturw SILL ANCHOR CLUSTERS .- DIP TABLE REF. :- GLASS TYPE > INTERLOCK A > kNGHQR TYPE SILL SUBSTRATE V CLUSTER I JAMB I P-HOOK NOM. QQ" U PANEL UNIT 3 p WIDTH x HT. v 24.000 x 80.000 C6 C6 84.000 C6 C6 90.000 C6 C6 96.000 C6 C6 30.000 x 80.000 C6FC684.000 C690.000 C696.000 C6 O' I p z0 Z N V 1 zqCL) fV c0 1O 3 & P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCON 2 -1/4" ELCO SS4 CRETE-FLEX 3.912 STEEL SCREW (G5) 2. GLASS TYPES: B - 3/16' TEMPERED C - 1/4' TEMPERED D - 5/8" TEMPERED I.G. 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. SSR • SINGLE/SINGLE WITH FULL REINFORCEMENT. SDR - SINGLE/DOUBLE WITH FULL REINFORCEMENT. 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: SHEET 2, TABLE 2. SHEET 3, TABLE 3. B,C OR D CORD SDRSSR HEAD & SILL CLUSTER JAMB P-HOOK HEAD & SILL CLUSTER JAMB P-HOOK p N z OU A z OU c% p N Z OU Z O N p C6 N z O z O N N U Z 8 U 0 U N 00 ri C4 U 0U U 0U N p 0 M N UZ e- UZ N Jti uuu x 80. 000rcc66 C6 C6 8 8 8 5 5 5 C6 Co C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 6 6 584.000 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 8 8- C6 10 10 10 6 6 590.000 C6 C4 8 88 4 4 4 C6 C6 C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 66 596.000 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 8 C6 10 10 10 6 6 5 42.000 x 60.000 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 8 8 8 5 5 4 C6 C6 C6 10 10 10 6 8 5 84.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 10 10 10 6 6 6 90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10110 10 6 6 696.000 C4 C4 C4 8 8 8 4 4 4 C6 6 C4 8 8 5 5 5 C6 C6 10110 0 6 6 648000x80.000 C6 C6 C4 8 8 8 5 5E 4 C4 L4 8 8 8 4 4 4 C6 C6 C4TO1 8 5 5 584.000 4 C4 C4 8 8 8 4 4 C4 C4 8 8 8 4 5 4 C6 C6 C4 10 5 5 5 90A00 C4 C4 C4 8 8 84 4 C6 C4 8 8 8 5 5 5 C6 C6 C4 10 6 6 596.000 C4 C4 C4 8 8 8 4 4 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 8 6 6 ANCHOR LOCATIONS, f } TYP., (2) PER HEAD & SILL i 96' 28" MAX MAX. O.C. L 6- MAX. 48" NOM.— 48" NOM. 48" NOM. 48' NOM. ANCHOR OU U LOCATION, I sMIN. (2) H w w ANCHOR PER AT z z z LOCATION, 2-TRACK w a: w TYP., (1) JAMBS. SEE O O O PER AT SHT. 16 FOR P-HOOK MULTI- Q Y TRACKS H O APPLICATIONa a Q d JAMBS AND P-HOOKS SPACING - 6- MAX. FROM CORNERS AND 28' MAX. O.C. HEAD AND SILL SPACING - 6- MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRACK SECTIONS. 16' MAX. ANCHOR 8' LOCATION, MAX. TYP. ASTRAGAL ORPROa DUCTRENEWED INTERLOCK, TYP. e"09Co`i11 fbe lwtfr 4) ANCHOR CLUSTER - C4 Aampeacca No_03 16' MAX. 8" MAX. 1 11/16" MIN. O.C. TYP. EXAMPLE SOLUTION 28' MAX. HEAD & SILL = 6' MAX. FROM O. C. CORNERS, 22 5/16' MAX. O.C. AND C6 AT EACH ASTRAGAL OR INTERLOCK. JAMBS & P-HOOKS = 6' MAX. FROM CORNERS AND 28' MAX. O.C. TOTAL AT HEAD = 30 ANCHORS TOTAL AT SILL = 30 ANCHORS TOTAL AT JAMB = 8 ANCHORS TOTAL AT P-HOOK = 5 ANCHORS i-- 6" MAX. O.C. - E HEAD/SILL CLUSTER LOCATION TYP. 48' NOM MAX. [5116- mAx- SEE C4. C6 OR C8 CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE rower o.r rt.. ' REWW TABLE 4. ADD CB DETAIL ADD EXAMPLEANCHORAGE FXNTdD7JLAYOIfANCFYAupac" - NOKOMM FL 34M NOKOMM FL 34274 V&ibh Beaer 6) ANCHOR CLUSTER - C6 16" MAX. 8" MAX. 3" MIN. IJ ANCHOR CLUSTER- C8 CLUSTER DETAILS ANCHORAGE SPACING nft ALUM. SLIDING GLASS C s..... u• ask sus S= 500 NTS 14 • 18 757 1 L OAlJoa PRODUCT REVISCO a ' a'"/) .. Rsorw a IJfi Code N,,,ee No a -o e • o 2r Rapirado D n--Z a L Mbmi ow a 1 fwtd+ plvbw 0// Robert L Clark, P E. PE X39712 Structural 1 3/8" MIN. --( 3.4 KSI MIN. CONC. CONCRETE ANCHOR 1 3/4"MIN. E.D. SEE NOTE 1) TYP. (2) AWOODANCHOR SEE NOTE 1) 1.594 1x WOOD BUCK O.C. (SEE NOTE 2) 2x WOOD SEE NOTE 2) 1/4" MAX. SHIM EXTERIOR) DETAIL - F SEE NOTE 1. j 1.5 KSI MIN. CMU II I • t•: OR •: - 3.4 KSI MIN. CONC. 1.594 CONCRETE O.C. ANCHOR SEE NOTE 1) 1 3/4" MIN. E.O. 1x WOOD BUCK 1 TYP. (2 ) SEE NOTES 2) EXTERIOR) EXTERIOR) I 1.687 1 O.C. 1.687 EXTERIOR) O.C. I~ NOTE 1. 1 318" L= L- MIN. C1/4" MAX. SHIM 2x WOOD SEE NOTE 2) ALUMINUM MULL ANCHORAGE APPLICABLE TO HEAD OR JAMBS EXTERIOR) 1/4" MAX. SHIM 1/8 AL. MIN. 6063-T5 12 SMS DETAIL - C DETAIL - D — WOOD ANCHOR DETAIL - J SEE NOTE 1) NOTES: TYPICAL FRAME HEAD INSTALLATIONS 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4- TAPCONS EMBEDDED 1 3/8- MIN. OR1/4• SS4 CRETE-FLEX EMBEDDED 1 3/4• MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOODINSTALLATIONSUSE #12 SCREWS OR ELCO 1/4' SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS I ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2-. WOOD BUCKS DEPICTEDAS2xARE11/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITYHAVINGJURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAY BE USED. 4, IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK NON-METALLICGROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVINGJURISDICTION. wF0 DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONC, NOTE 1. —( CONC. ANCHOR r. • ' (SEE NOTE 1 CONC. ANCHOR SEE NOTE 1) 1 114" MIN. E.O. I (SILL) I EXTERIOR) I WOOD BUCK (SEE NOTE 2) NOTE 1. WOOD ANCHOR SEE NOTE 1) MIN. E.D. Or SILL) (SILL) EXTERIOR) 114"MAX. 1.687 O.C. (SEE NOTE 5) 1_ 1 EXTERIOR) 3/8"MIN. 3/8" MIN, WOOD ANCHOR SEE NOTE 1) 2x WOOD DETAIL-B (SEE NOTE 2) 2x WOOD SEE NOTE 21 EXTERIOR) DETAIL - G DETAIL - H DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS Idle) TEa*mOOYORIVE NOKOMI$ FL 3Q75 P.O. BOX l52P NOKOMIS. FL 3274 Metter 1/4" MAX. 1.687 0 C. (SEE NOTE 4) EXTERIOR) ': ^ is !•+J NOTE 1. 1314. CONCRETE ANCHOR 4TYP. (2) SEE NOTE 1) 3.4 KSI MIN, CONC. DETAIL -A TYPICAL FRAME SILL INSTALLATIONS ANCHORAGE DETAILS rwl ALUM. SLIDING GLASS DOOR, NON -IMPACT SGO25M 1 114 _L_15 r 16 I 757 PRODUCT RENE In, tomplylq wihb the Piorib Bowing Code A L/ • 0 3 E e 2i/3 ROUt'Ct Mbal Os P c P,oaa". Robert L. Clerk. P.E. PE 0"712 Sb durnl JAMB INTERIOR1s9 MIN.O.C.I 7 6 5 4 3 2 7 159 6 MIN. ANCHOR LOCATION, TYP. O.C. T5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, 2 SHEET 14. APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE QLOCATEDINTHETRACKONWHICHASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN 41THECLOSEDANDLOCKEDPOSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59' FOR JAMBS. 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2 FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- u 4=JJAMBTRACKSECTIONS. EXTERIOR u u 3q n 1 sr 4 sr 4 4 n 4 4 5t R St II II 5 4 ST R 4 R 57 6 HEAD/SILL EXTERIOR 7 ar u ir 1.69 MIN.O.C. IO EEChNIXOGYDRIVE NOKOM/S, FL 3W5 P.O.80X 15n NaWMIS. Ft 34274 HEAD/SILL INTERIOR W FRAME, POTENTIAL ANCHOR LOCATIONS ALUM. SLIDING GLASS DOOR, NON -IMPACT Visibly Better I sGD25W + %4 I 16 d 16 l p", 757 PRODUCTRENEWED Beas troop C: w11h be FMAb ANns Cock Aaeptaee No 2"3.03 t t4.nw oe4 s 3 sy(t 4• MIsF 01,440 PRODUCE REVLSRO to "ptyfn .14 ib Piwwm ealdrha Code Amptaace No ,7-Oef03.O% P.apiret:Do Itale, 168Is MI ai Ndelprdlem Eoalml Di'"ioo Robert L. Clark, P.E PE 039712 8buchnal CITY OF SANFORD INSPECTIONS BUILDING PERMITS 24 HOUR NOTICE REQUIRED 300 N PARK AV FOR ALL INSPECTIONS SANFORD, FL 32771 PHONE 407.688.5151 Application Number . . . . . 11-00002043 Date 8/03/11 Application pin number . . . 241720 Property Address . . . . . . 632 WINDCHASE BLVD Parcel Number . . . . . . . . 02.20.30.300-031D-0000 Application type description ELECTRIC PERMIT APPLICATION Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 179 Application desc low voltage blvd Owner Contractor TWC NINETY FIVE LTD ADT SECURITY SERVICES INC 6200 COURTNEY CAMPBELL CSWY ATTN LICENSING DEPT SUITE 600 PO BOX 3042 TAMPA FL 33607 BOCA RATON FL 33431 561) 988-3621 Permit . . . . . . ELECTRIC PERMIT-ALTER/ADD/FIX Additional desc . . Permit Fee . . . . 35.00 Issue Date . . . . 8/03/11 Valuation . . . . 179 Expiration Date . . 1/30/12 Qty Unit Charge Per Extension BASE FEE 30.00 1.00 5.0000 THOU ELEC PERMIT-ORD 4137 11.24.08 5.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-BLDG PLAN REVIEW 3.00 O1-BLDG DCA SURCHARGE 2.00 O1-BLDG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 35.00 00 .00 35.00 Other Fee Total 32.00 00 .00 32.00 Grand Total 67.00 00 .00 67.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. DESIGN MEMORANDUM Client: Sheet Project: Date: Data For. Work Order: - Prepared By: Checked By: — Fite No: Note: This form must be used for project calculations and original filed in project files r_4 T 4 v 1&1, 0 rX IsT 114 010-;C" L S_41 2. F 2 r Parcel: 31-19-31-50, Code Description OPF OPEN PORCH FINISHED EPU ENCLOSED PORCH UNFINISHED BAS BASE AREA Sq. Ft. Cap Year 21 1994 252 1994 833 1952 ew 1 I 1•Hva t}w mr— 1U' IU'T Hrnwnd— I liu.rmK I IinL4nlpC Xis Frlsl Concrete N 12' 29, EXISTING RI?SIDFNCE 0 29' Porch IT T o 4 O G w I 1 m 1nr a,. rhwengr © centurylmk nel ph 407-682 4052 —Gam, Uatc 07162011 Prolm• Tnle or Page Ronald H Wilson, P E. UM. No. 9710 rr 407.682.3841 wdson E y Scak 1215 Randolph Sir Sde $, •nalufC466WeadlersfieldAwrim RIIW I' 20' Sanford. Fie 32771 Plan b Alu morale Springs, Fla 32714 tl t wu u wa l aa u aut aualaaailnu THIS INSTRUMENT PREPARED BY: I-/ 1 K I , VName. Ict< c)V s I IRYW NOR%, CLERK OF CIRCUIT COURTAddress: if e. j.s e.• y a s G P s6 SfNINOLE COINTY L ra i< t:" ri-I rr /; i, t 2 2 '7 L4S 076111 Pg 19&0; (lpg) State of Florida cLErju% S to C_ul 1 tJ82477 RECORDED W04/c!011 11::7:40 AN RECORDIM FEES 10.00 NOTICE OF COMMENCEAMNIF T Smith Permit Number Parcel ID Number (PID) U zre-.) •. Uc'-)a0 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) C 341r 7 or Lt-,'T I 4-0-3L- rcar La7 ro (LCSS S 7 rr i=oa rt«J) r3(-)<' 2- 13t5L-/7i12 YOt3 3 ro!,- 7T-) q 32" 77/ GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address: / N f'I "9 ^' 12 / t ' /<" I-.-- AO Lill rf S 7- f_ t_r/n c_ .r._1N -;. r= C., ,2 n. t- L S 2 `7 7 l Fee Simple Title Holder name and address (if other than owner) : CONTRACTOR Name and address 0 C 'S e> y-, ') f, e) n •-FI-1 r 13 01 I— ID cln 5, r ,•.3 e . 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: S rI•TT 6-10 T -t O ti e 41 1,11 J u U I! 15-t-0 ('ni L -,L% '7- 1= L 3Z'7.73_---7y-04D In addition to himself, Owner Designates 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. 171 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. STATE OF FLORIDA COUNTY OF SEMINOLE ERS SIGNATURE \ OW ER PRINTIE0 NAME 1- 1 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 day of j u (-\- 1201 by C (C'-if`(lty, 1 l•ne,, Who is personally known to me Name of person making statement OR who has produced identification type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE' OF JOHN G. CORVILLE MY COMMISSION I EE 060679 EXPIRES: Jant(rgRyj.p5 n''F OF 9 Boded Thru Budget Notary Sernus o`ar ° "C, J FOF RVP N SKIING ABOVE JOHN G. CORVIU.E MY COMMISSION I EE 06064 EXPIRES: January 31, 2015 Boded Ttw Budge) Notary Serous Signature 1 Board of County Commissioners WORK ORDER SEMINOLE COUNTY, FLORIDA Work Order Number: 40 Master Agreement No.: CC-2184-07/VFT Dated: December 26, 2007 Master Agreement Title: SHIP Affordable Housing Reoair Proiect Title: SHIP Home Repair at 1215 Randolph St. Sanford (Inman) Contractor: Corinthian Builders, Inc Address: P.O. Box 950850 Lake Mary, FL 32795-0850 ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: X] Scope — Inspection Report — Attachment "A" [X] fixed fee basis X] Addendum — Attachment "B" [ J time basis -not -to -exceed X] Quote Form — Attachment "C" [ ] time basis -limitation of funds X] Ship Standards— Attachment "D" [X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within sixty (60) calendar days after the date when the Contract Time 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 to meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. WORK ORDER AMOUNT: FORTY-NINE THOUSAND FIVE -HUNDRED THIRTY-ONE AND 00/100 DOLLARS 49.531.00) IN WITNESS WHEREOF, the parties hereto have made and executed this Work Order on this day of 20 for the purposes stated herein. IS SECTION TO BE COMPLETED BY THE COUNTY) ATTEST WSj Corinthian Builders, Inc. c — By: Richar - ovacsik, Secretary Richard Kovacsik, President CORPOR4TE SEAL) Date: "% '7 , 2 WITNESSES: Procurement Analyst) Procurement Analyst) OC # 806752 Work Order— Contracts, Rev 8/4/10 By: Date: BOARD OF COUNTY COMMISSIONERS SEMINOLE COUNTY, FLORIDA Robert Hunter, Procurement Supervisor As authorized by Section 3.554 Seminole County Administrative Code. ON #28278 Page 1 of 3 CORINTHIAN BUILDERS. INC. Mailing Address Physical Address P.O. Box 950850 2175 MARQUETTE AVENUE LAKE MARY, FL 32795-0850 It SANFORD, FL 32773 Phone (407) 403-5658 CGC 058246 Fax (407) 322-8641 1 . . .. . ..................... ... ... ... .. .. ......................... . I .. . .. .. ......................... . . . .. . . ........................... .. ... SCOPE OF WORK Date: July 9, 2011 Address:1215 Randolph St. Sanford, F1 1. Re -roof. 2. Install vinyl soffit and fascia. 3. Upgrade electrical. 4. Plumbing re -pipe; replace all bathroom fixtures and faucets( tub, toilet, lavatory and vanity). 5. Re -paint interior and exterior. 6. Repair and replace flooring. 7. Upgrade attic insulation to R-30. 8. Remove and replace existing kitchen cabinets. 9. Replace sliding patio door. 10. Demolish illegal covered storage and install new 14x14 unconditioned laundry/storage room per attached plan. RECEIVED MAR 6 2012 1 REVISION BY PERMIT # l l _ o(Ooi p DATE PROJECT ADDRESS oC 1(5 R A n( CONTRACTOR c-YY('h . „, in f ae rs l1L PHONE # 'p"') qo Sl,3FAX # _ -4fo'"7 1 CONTACT PERSON 5 k l,J('V,lh4Z .3a, —37-7_0ac3 bDESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING BUILDING . OFFICE PERMIT # 1- -2 1/2' x 6' Anchor Bolls @ 48' O C Simpson SPI o MA? , 4 I.oil This Certifies that these plans meet or exceed the 140 mph/3 sec. gust of the 2007 Florida Building Code w/2009 Amendments wv,. I w.t+— I ph 407.252.%37 m.n Umc 03-01-201 PlOjeci Tnle" Pegc F— H wd PE Laic No Y71U / rhwew onhounwl winGWW Roofm n wason Design I Solo Corinllllan Mrs, Inc. Anchors signalure' 466 Wealhersliield Avenue Rl{W n Is AImmome Springs. Fla 32714 i —5 !-I4 HIN LNU KUUf- LUUr- O I O O GABLE END ROOF EDGE-- O O RIDGE I 0 T 2 OO 3O I P Z2I I 1 n a3 A. p NAILING PATTERN MINIMUM NAIL SPACING PNUEMATIC NAILS SSTD 10-93 8d COMMON HAND NAILED AREA EDGE FIELD EDGE FIELD ZONE 1 6" 8" 6" 12" ZONE 20EDGE) 4" 6" 6" 6" ZONE 20RIDGE 6 8 6 ZONE 3 1 4" 6" 6" 6' GABLE TRUSS 4" O.C. 4" O.C. SHEATHING: 1 /2" CDX PLYWOOD OR 9/16" OS3 B. MINIMUM NAIL SIZE: 8d RINGSHANK MINIMUM SHANK DIAMETER — .099 MINIMUM SHANK LENGTH — 2 1 /4" MINIMUM HEAD DIAMETER — 15/64" ROOF SHEATHING ROOF NAILING PATTERN MAR , 4 /. i2 ph 407.252-'IU37 rown CWW Darc 03-01-201 Propxr TuleofP4gc RoruldH Wd ve Luc No v71n t rhNmgr J holmml com ry wibon Da gn Snlc Corinthian Builders, Inc 1-tailsSrgnamrc 466 Wmthms6cld A,muc RIIW ni s Allamonre Sprigs, Fla 32714 t 00 0 0 0 0 0 0 0 0 00 0O 0000 00 0 0 0O 0 0 0 0 0O 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEATHING: 1 /2" CDX PLYWOOD OR 7/16" OSB OR 1 /2" T-111 NAILING SCHEDULE: SPIRAL 6" OC ON EDGE SHANK 8d COM. 8" OC INTERIOR SIDING NAILING PATTERN MAR 1 4 26Z x. IMv Mnl n ph J117.252-w37 mwn Dale 03.01.201 Prolog The of Page Ronab 11 Ism P F: L sc No 971 Ihamgr elholmml com wilaon Dagpl Sak Corinlhlan Duildcrs. Inc Delmis $ignatu J({ Wealhcrsfield As mue RIM n 1 s Allamonle Springs. Fla 32714 1 e 9/1e• SEE DETAIL D n 7 9 i DETAIL B _ I1 SEE DETAIL C aicis coc r XI srnt, J eJ -o- SEE DETAIL A i e--i e• e• 7 9 _ ne. 1'-0 1/4- 4' S' 1'-0 1/4- 1'-041/ 7 8 1-0 1 ,•-0 ,/4• SEE DETAIL 9 1/4• C (D4 e•-4 F— i RIA16 LGCA,?"" Xf AL1! J J -0 DAT.IJL C DA'fIIL D b1rALdti 9- eJ--O" S1CAL` S" -J,-O- SEE DETAIL D SEE DETAIL A O _ e 3/4- 2- 2- AV) 0. SEE DETAIL C opxl nomio o m e OC9970