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810 Pecan Ave 17-1179 ELECTRICALCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: j e) - It Documented Construction Value: S Job Address: {910 Peca VI a`C— Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New B Addition Alteration Repair Demo Change of Use Move Description of Work: L r-(-iyuc n u T: x.Tya-l.-,p---n a, Of t, -w 144 o S t Plan Review Contact Person: Title: Phone: q'O'`Z _ Z,d Fax: Name Email: aT(FL6LT14Li0r-QCl1AA-t V A V\ Property Owner Information Phone: Street: Resident of property? City, State Zip: Contractor Information Name A 5.1E LCZ- "e1lC, -i- C -; O wS U, C Street: (kc.-AnrCcc- 5M A.A, S City, State Zip: a u 5-t Name: Street: City, St, Zip: Bonding Company: Address: Phone: 40-7-76 i'- ZZ.O CP Fax: State License No.: L C l 3 DO 1'71 Architect/Engineer Information Ph Fa E- Mortgage Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . Signature of Owner/Agent Date aignaDate Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name to Signature of Nota aFloridaate moi" ori: DEBBIE BLANTON W COMMISSION # FF 178648 NEXPIRES: February 25, 2019 y ; Bonded Thru Wtary PuDlk Urdlem thr, Owner/Agent is Personally Known to Me or Contractor/Agent is PersonallKnown to Me or Produced ID Type of ID Produced ID Type of ID e f BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION IIApplicationNo: Documented Construction Value: $ 17 q6.6(9 Job Address: PO ;1( 712/7 /i0 Historic District: Yes No Parcel ID: ' " ( ' J` / - //y /U Residential [rCommercial Type of Work: New 9 Addition Alteration Repair Dcmo Change of Use Move Description of Work:,ZJ 6 "OAS PC CQ /T r 0 WA4 Plan Review Contact Person: /f 1 G r- WTitle: J / d' /t, v 07 y3 Zu% Fax: Phone: O? %' Email: 6Cr0180M Property Owner Information j Name ' /i G ' /' /cGs Phone: ( /) `/aZ Street: -. 1 \ 15 Resident of property? ZCity, State Zip: L)4SCI IJGl C Name Street: City, State Zip: Architect/Engineer Information Name: Phon Street: Fax: City, St, Zip: E -ml Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. T 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. O FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N \\ 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pen -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S gnatum of Owner/Agent Date Signature of Contractor/Agent Date P-, AOEALT rt441-1 Print Owner/Agent's Name Print Contractor/Agent's Name LJ STATE OF FLORIDA Corm -n# GG061917 Expires 1/11/2021 Owner/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced 1D Type of ID Permits Required: Building Electrical Mechanical Plumbing Gas F] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 01f/ 1`J/2036 09:Z0 el 01111010-- ina:•t''. 12174 P.001/00.1 610 Silverton St. Orlando, F1.32808 R. Kent Hall -President License# CF 0054906 Office (407) 293-7576 Fax(407)297-6270 actionplumbingl{@aol.com PWPOSJU 4/25/2017 HILAL PROPERTIES (l482FREEMANST. ` I LONGWOOD, FL 32750 -} l_ r 407-927-1388 810 PECAN AVE. " SANFORD, FL. 32771 MASTER BATH: WHITE/CHROME 1 PF1401TWH W/PF5112WHM LOW CONSUMPTION CLOSET W/SEAT W/STD FLUSH, S.S.&E 2 PF194RWH 19" RD LAV W/MOEN L64621 FAUCET 1 MOEN 62300/TL182EP SHOWER VLV/FAUCET W/ADJ STRAINER & PAN 1 OWNER'S BIG TUB W/MOEN 4793/T990 VLV/FAUCET BATH #2: WHITE/CHROME 1 PF1401TWH W/PF5112WHM LOW CONSUMPTION CLOSET W/SEAT W/STD FLUSH, S.S.&E 1 PF194RWH 19" RD LAV W/MOEN L64621 FAUCET 1 S' STEEL TUB W/W&O W/MOEN 62300/TL183EP VLV/FAUCET KITCHEN: 1 PFSR332264 KITCHEN SINK W/MOEN 67430 FAUCET 1 BADGERS 1 DISHWASHER CONNECTION 1 ICEMAKER BOX 1 WASHING MACHINE BOX 1 SO GAL ELECTRIC WATER HEATER W/PAN 2 SILLCOCK W/VACUUM BREAKER 1 AC CHASE 1 50' WATER SERVICE 1 50' SEWER LINE We propose hereby to furnish material and labor -complete in accordance with above specifications, for the sum of: Seven thousand eight hundred ninety five dollars ($7,895.00) Draw Schedule: SO% Rough Draw (3,947.50) 25% Tubset Draw ($1,973.75) 25% Final Draw ($1,973.75) All materials are guaranteed to be as spedfled. All work to be completed in a workmanlike manner according to standard prectim. Arty alterations or deviation from above specs involving extra cost will be by written request only. They will be billed accordingly. All agreements con ' accidents, delays or orfs of mother nature are beyond our control. Owner to tarry all gacacsary Insurances on property and building. Our workers will be fully covered by Workers / mp instip6rice. Attion lilulvilirng. Inc nate ( ood from 36 days past above date) Aemptance of psoyosak Builder pate Blanton, Deborah From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Tuesday, June 27, 2017 3:05 PM To: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Subject: City BP 17-1179 for 810 Pecan Ave SFR rebuild Importance: High Good afternoon, This is to advise that there will not be any new Seminole County road impact fees for City BP 17-1179 for 810 Pecan Ave, single family residential rebuild. Please let me know if you have any questions. Please note: Impact Fee applications require 5 to 7 business days to process, once a complete application is submitted. In order to avoid having your project delayed, please submit applications as early as possible in the development process. Best Regards, faM1(_ Jami Forte / Program Coordinator / Impact Fees & Concurrency Seminole County P&D / Business office / Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / iforte@seminolecountvfl.aov rAw- St.-MINOU.: CDUNTY It'virii `am 01vu We are paperlessl Please submit electronically @ http://www.seminotecountvfl.aov/departments- services/development-services/ Please take a moment & share your thoughts through our Customer Service Survey: http'//apps seminolecountvfl aov/cros application oloceholder aspx?pone=CMSForm&formid=55 Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** THIS INSTRUMENT PREPARED BY: GRANT MALOYr SEMINOLE COUNTY Name:.r • H. 4e-1 . CLERK OF CIRCUIT COURT b COMPTROLLER Address:/ o if I" otur _.K BY, 8936 P9 1557 (1P9s ) A!- s.R"S CLERKAT RECORDED 06/20/2017 10:38:07 AM NOTICE OF COMMENCEMENT RECORDING FEES $10.00 RECORDED BY tsmith State of Florida County of Seminole Permit Number. ' + / { Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes; the following information is provided in this Notice of Commencement. OF PROPERTY:, (Legal description of the properly and street address if available) p n a -7 . GENERAL DESCRIPTION OF IMPROVEMENT: 4 OWNER INFORMATION: Name: A 1 L (midi -b j ja . inc.';+ LL(I Address: y A 411 yta Cb S t Foo Slmplo Title Holder (if oth r Than owner) Name: Address: CONTRACTOR: Name: G'e' Address: Persons within the State of Florida Designatod by Ownor upon whom notice or other documents may be sorvod as provided by Section 713.13(1)(b), Florida Statutes. Name: . 141L0 - Address: 1LA t - Address• u n tj cggj n C Lk - In In addition to himself, Owner Designates I i A- _ 3 of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b). Florida Statutes. Expiration Date of Notice of Commencement (Tho expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I eclare that I have read the foregoing and that the facts stated In it are true to the bestof my kno ledge Ind belief. I 65. t4ott-4-t- Owners Signature Owners Pointed Norm Flodda Slohde 713.13(1)(0):' Tho owner must sign the notice of osmmencer enl and no one also may he permitted to sign In his or her Woad' State of + I tT 1 Ck County of Ole The foregoing instrumontt/ was accknowlodgod before me this 0 day of =0 n .2014. by --TE4 IQ I E. ` ' r (a' . Who Is porsonally known to me Name orPerson tstotameM , 44d $O5q 7gZ3JORwhohasproducedIdontlRcacatiolonWtypoofIdontiticationproduced: a LO Lo 4t,( wlp'u 4. gamiEXANDRAHOIilDER NotmysignaturoCERTIFI D COPY- GRANT MAlOY rubtic Siate of Florida CL€RK 0 THE CIRCUIT COURT ,+,:0• ission N FF 19221 q Ltww2wExpiresDecSEoug• 2018 rough National Notar YAs,n. i Y CI I RK 1 D' mid CITY OF SANFORD BUILDING 8 FIRE PREVENTION PERMIT APPLICATION WOW APR 2 6 2017 Application No: f -7- ob-Doicu-mifffe-d Construction Value: S _ 2 1 3 Jr88. 60 Job Address: ,& /b pec" r rt,r Historic District: Yes No L Parcel ID: ?5 ^ 19 - -504 -10(4• •OI DO Residential HCommercial Type of Work: New [B""'Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person Vtl1 Phone: 41S 4247 --fax: V Title: AA1lr a Email:. 12 10,lyll q-QI•1 Q Pro L• c6m Property Owner Information Name . Phone: 4! - 19d ag7(S Street: _jpAn 139 X L -11G p VA j% Resident of property? • Ali) city, State ',Zip:;- nc -_ 1Contractor Information /' Name, z- ,GG= c r.Jat G'''' .L-C• Phone: D C S TZ I I s 1 s Street: ILL= h Fax: City, State Zip: A Q&b T•= L 3r2A 0(,P State License No.: G G I S t q 7 Architect/Engineer Information Name: PMM2 ITS .41 PLO M A140 Phone: "-I k90 b 3 G;O Street:5 I LI Sock• !O"C&_&1e (5 -it o a) Fax: City, St, Zip:F-L 3 E-mail: Q-A'i31TS • t r-t1T t. COw Bonding Company: C...12c. Mortgage Lender: V Address: 27 Nom• 7 -7Th STM T- Address: 615a I I OQ) i5t U446pls. MOKMM s`i 101 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE`OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect s of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 V ` — I's Permit Application S fa' 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Si azure of Contractor/Agent- Date Print Contractor/Agent's Name Old Signature of Notary -State of Florida Date ANN DOHERTY Not&rY Public - State of florid& Comm. Expires JW 28.2018 Owner/Agent is Personally Known to Me or Contractor/Age lCif6W ioN Produced ID Type of ID. Produced ID Type of TD— BELOW IS FOR OFFICE USE ONLY Permits Required: Building[g Electrical®' Mechanical a PlumbingR Gas Roof Construction Type: Occupancy Use: tZ3 Flood Zone: X-'St'I- P TTgUf t' Total Sq Ft of Bldg: o 1 "f S Min. Occupancy Load: (, # of Stories: New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures Z 5J>r-r ) Fire Sprinkler Permit: Yes No 9 ## ooff Heads moi+. 4 APPROVALS: ZONING: S-'.2547 UTILITIES: COMMENTS: Fire Alarm Permit: Yes No o WASTE WATER: ENGINEERING: tATC. 5-%"" FIRE: BUILDING: SF 6-a l -r7 Ok to construct single family structure per approved December 20, 2016 variance. Single family home shall be constructed using stem wall construction. Canopy tree shall be provided in the front yard per Schedule J. A minimum T wide driveway meeting the requirements of Schedule N shall be provided. Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING 8 FIRE PREVENTION q' V PERMIT PERMIT APPLICATION APR 2 6 2017 Application No: 12be. t-Docum-dffte'd Construction Value: S #g7 .0C> 32771 Job Address:C&tjActt Historic District: Yes No Parcel ID: 7-5 1!9 -*.40 -504 -1014 -DI DO Residential BCommercial Type of Work: New R`A'ddition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: .S ?!%(v7 , Fax: Email: )a V_4A?.V111 e 60 . c6m Property Owner Information Name LL -C Phone: 4< - 7qd a978 Street; ,b 1115 V11 jc p V-4Off Resident of property? City, State Zip: 11 Contractor Information Name;v'rE G-t_1 wON G L1 G Phone: CD JD S Street: .._Q 1, Fax: ' A SETt City, State Zip: r L 3F2A 0(v State License No.: G G 5( g 7 Architect/Engineer Information Name: ITS VA_ -O M Alio Phone: 4U7 b 3 > Street:5I0 ,SotT1? oeMGtr' Pry 5 1)6) Fax: 410T City, St, Zip: 6 JUMA 6 'EL 73 2A 6 1 E-mail: (JJr^- Q 94rs I T • tg: toiC-T. Gawk Bonding Company: G, 1 G. Mortgage Lender: V Address: 2-1 Nab-T} 5T®eT" Address: 5104 i31 U4iVGS, r1( QK ArNIS 101 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will lie figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figurid.off the -executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate'and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature -of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Si attire of Contractbr/Agent Date Dla/orJ 5'. '-2L Print Contractor/Agent's Name A Signature of Notary -Stat of Florida Date ANN DOHERTY Notary Public - State of Florida dr Comm. Expires Jul 29.2016 Owner/Agent is Personally Known to Me or Produced ID Type of ID. Contractor/Ager Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing *Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: f'Z/% WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: lune 30, 2015 Permit Application SCPA Parcel View: 25-19-30-5AI-1014-0100 Property Record Card A— -.4. P RAIJCIe Parcel- 30-SA0100 ALLOOwner: ALLONDE DEVELEVELOPMENT LLC tx wxi`oo s+ry tnwn. Property Address: 810 PECAN AVE SANFORD, FL 32771 Parcel Information I I Value Summary. Parcel 25.19-30-5AI-1014-0100 Owner ALLONDE DEVELOPMENT LLC Property Address 810 PECAN AVE SANFORD, FL 32771 Mailing 160 N SPRING LAKE DR ALTAMONTE SPRINGS, FL 32714 - Subdivision Name SEMINOLE PARK Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions 01 Legal Description LOT 10 BLK 10 TR 14 SEMINOLE PARK PB2PG75 Taxes Seminole County GIS Page 1 of 2 Tax Amount without SOH: $156.53 2016 Tax Bill Amount $156.53 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 7,809 Depredated EXFT Value 7,809 0 Land Value (Market) 7,609 7,809 Land Value All 7,809 City Sanford Just/Market Value " 7,809 7,809 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 0 s0 P&G Ad/ 0 0 Assessed Value 7,809 7,809 Tax Amount without SOH: $156.53 2016 Tax Bill Amount $156.53 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value 44.00 148.00 0 $174.00 $7,809 SJWM(Saint Johns Water Management) 7,809 s0 7,809 County Bonds 7,609 0 7,809 County General Fund 7,809 0 7,809 Schools 7,809 0 7,809 City Sanford 7,809 s0 7,809 Sales Description Date Book Page Amount Oualned Vadlmp 7dTAXDEED1911120161187751734 $7,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Lend Value FRONT FOOT & DEPTH 44.00 148.00 0 $174.00 $7,809 Building Information Permits tit p Description Agency Amount CO Date Permit Date 5 1 DEMOLITION ISANFORD $5,400 7130/2010 Extra Features http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AI 10140100 4/26/2017 Detail by Entity Name Florida Department of State Uj,/L-i ;l of org u/f ufJlt•lul S/fur u/Iauildu )Vfbjkr Department of Stale / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company ALLONDE DEVELOPMENT, LLC Filing Information Document Number L16000136428 FEI/EIN Number 81-3295005 Date Filed 07/20/2016 Effective Date 07/20/2016 State FL Status ACTIVE Principal Address 160 N SPRING LAKE DRIVE ALTAMONTE SPRINGS, FL 32714 Mailing Address 160 N SPRING LAKE DRIVE ALTAMONTE SPRINGS, FL 32714 Registered Agent Name 8r Address HILAL, TALAL E 160 N SPRING LAKE DRIVE ALTAMONTE SPRINGS, FL 32714 Authorized Person(s) Detail Name & Address Title MGR HILAL, TALAL E 160 N SPRING LAKE DRIVE ALTAMONTE SPRINGS, FL 32714 Title AMBR HILAL, NADIA A 160 N SPRING LAKE DRIVE ALTAMONTE SPRINGS, FL 32714 Title Authorized Member HILAL, MICHAEL Page 1 of 2 DIVISION OF CORPORATIONS http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 4/26/2017 Detail by Entity Name 1567 TRAVERTINE TERRACE SANFORD, FL 32771 Annual Reports Report Year Filed Date 2017 02/10/2017 Document Images Page 2 of 2 02/10/2017 — ANNUAL REPORT I View image m PDF format 07/20/2016 -- Florida Limited Liabftl View image in PDF formal MnW DSD+nment & Sute, Drvgbn W Cwwratbrts http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetai 1?inquirytype=Entity... 4/26/2017 SEMINOLE COUNTY MULT/%URISD1CTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: I - of Company) LL—C— to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): LId All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder State License Number: Signature of License He STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this 0 day of 20 1- , by 7'-J O who is ersonally known to me or O who has produced and who did ( i D) take an oath. Signature of Notary ey, ANN DOHERTY Notary Poellc State of Florida My Comm. Expires Jul 28, 2018 Commission 0 FF 138192 as identification Print or type Notary name Notary Public - State of Commission No. My Commission Expires: —7 — c} City of Sanford Building and Fire Prevention Division 300 N. Park Ave1iSanford, FL 32772 VW 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1179 810 Pecan Avenue Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 16801square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 495 1 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2175 square feet Dollar Valuation of Work: 213,587.45 State Fee: 66.03 Permit Fee 1,535.12 Application Fee: 25.00 Plan Review Fee: 640.76 Total Building Permit Fees: 2,266.91 diIf4=• JUN 10 1017 GENERAL CONTRACTOR AGREEMENT BY. This General Contractor Agreement (the "Agreement") is made and effectiv as of 20 ("Effective Date") by and between fi ' ;r_ i Av3t71,, 1 OW individual] corporation] [etc.] (the "Contractor") and , a corporation][limited liability company] [etc.] (the "Owner"). The Contractor and the Owner may be referred to individually as a "Party" or collectively as the "Parties." RECITALS WHEREAS, the Owner is the owner of the Property (as defined below); and WHEREAS, the Owner wishes to engage the Contractor as a general contractor to perform certain Work (as defined below) on the Property for the Owner in accordance with the drawings and specifications attached as Exhibit A hereto and on the terms and conditions set forth below; and WHEREAS, the Contractor is registered with the state as a contractor, and has a registration number of e-&(" Iri l 151'7 , expiring on ' j and WHEREAS, the Contractor wishes to perform the Work on the Property in accordance with the drawings and specifications attached as Exhibit A hereto and with the terns of this Agreement; and WHEREAS, each Party is duly authorized and capable of entering into this Agreement. NOW THEREFORE, in consideration of the above recitals and the mutual promises and benefits contained herein, the Parties hereby agree as follows: 1. SCOPE OF WORK. The Contractor shall furnish all of the necessary materials, tools, machinery, supervision, relocation and, site security and perform all of the work, all in accordance with the terms of this Agreement. The Work shall be performed on that certain property located at : 2j L7 V 4nPc1,,; A-Vlt_t4 .;A 1ir—d-b --FL, 3 7_ ]'[ (the "Property"), The Contractor agrees that it will perform the services and provide the materials for which it is responsible, will accomplish this Work in the manner and in the time stated herein and in accordance with the drawings and specifications attached as Exhibit A hereto, and will provide the deliverable items as required. 2. TIME OF COMPLETION. The Parties agree that time is of the essence and that the Work to be performed under this Agreement shall therefore start on (or before) pO%li; L j42 and shall be substantially] completed on (or before) 7 5 410. . 3. CONTRACT PRICE. The Owner shall pay to the Contractor, as full payment for the Work and materials to be provided under this Agreement, the sum of $ a" (the "Contract Price"). The Contract Price shall be subject to certain additions and deduc 'ons that may be made pursuant to change orders authorized under this Agreement. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first above written. OWNER [OWNER NAME] B Y• Name: A LL.,,,4 r Co -r Title: er.---(I-1k CONTRACTOR [CONTRACTOR NAME] By: Name: -j Vc J S • --TLJ Title: W N cam_. EXHIBIT A DRAWINGS AND SPECIFICATIONS i i Plumbing Fixture Calculation 17-1179 810 Pecan Avenue Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 3 Water Piping 1 Pool Piping Water Softener Shower I 1 Total Plumbing Fixtures - 17 Permit #: 17- 1179 Address: 810 Pecan Ave Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 2175 Plumbing Fixtures: 17 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 CITU OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1179 Date: 05/30/2017 Project Description: New SFR Contact Name: Johnny Robinson Job Address: 810 Pecan Ave Contact Email: RRobin44]Qaol.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 11. Please submit two (2) copies of signed & sealed Truss Engineering for the project. FBC 107, Submittal Guidelines, FBC 2303.4.3 A. 2. Please submit two (2) copies of a Truss Placement diagram provided by the Truss Manufacturer FBC 107, Submittal Guidelines, FBC 2303.4.2 3. The truss layout on the plans is required to show the corresponding Truss ID's set by the Truss Manufacturer. Please revise accordingly and submit two (2) copies. FBC 107, Submittal Guidelines 4. Please provide the calculation for and location of the required roof venting either on the roof plan page (A 102) or on the Elevation pages. Revise and submit two (2) copies for review. FBC 107, Submittal Guidelines A. The number of windows shown on the Window Schedule (Sheet A101) is not consistent with the number of windows shown on the floor plan (Sheet A101). Please revise accordingly for clarification and submit two (2) copies for review. FBC 107 6. The Slab/Footer callouts on Sheet S 101 are not correct — many callouts reference details on Sheet S 101 (there are no details on this page) or reference Sheet S06 (page doesn't exist). Please revise the page so the detail callouts reference the correct page/detail. FBC 107 7. The electrical plan page references the 2008 NEC. The current code is the 2011 NEC. Please revise accordingly. FBC 107, Submittal Guidelines 8. Please provide the location of the outdoor service panel and meter on the electrical page for clarification. Please note if the builder wishes to have a TUG inspection (rather than a pre -power) for establishment of a meter, a GFCI receptacle is required at the outdoor service panel/meter location. FBC 107, Submittal Guidelines 9. Please submit two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220, indicating the required minimum service size. FBC 107, Submittal Guidelines 1 0. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107, Submittal Guidelines 1 1. Please show the attic access and required attic light on the electrical plan page for clarification and code compliance. FBC 107, Submittal Guidelines, NEC 210.70(A)(3) 12. The hallway located between Bedrooms #2 and #3 requires a receptacle. Please revise the electrical plan to show compliance. FBC 107, NEC 210.52(H) 13. A (G FCI -protected) receptacle is required with 36 inches of the sink at the Master Bathroom. Please revise the electrical plan to show compliance. FBC 107, NEC 210.52(D) 14. Please revise the plumbing plan page: The branch line to the Washing Machine is required to be minimum 3 inches and the trap is required to be 2 inches. FBC 107, FBC P406.2 15. Please revise the plumbing plan page: The vent for the Washing Machine is required to be minimum 2 inches. FBC 107, FBCR P3109.4 16. Please provide two (2) copies of a Sanford Product Approval Specification Sheet FBC 107, Submittal Guidelines J 17. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the 4 -panel French Door at the rear patio. The Product Approval provided was for a sliding door. FBC 107, Submittal Guidelines r/ 18. The HVAC plan page M 101 contains many references to commercial codes and commercial requirements. None of the information is required to be revised, but please note all references on the signed & sealed plans will be required to be followed in the field. This comment is made as a courtesy to the builder and no action is technically required. Please review Sheet M 101. Please note — a structural review has not been conducted based on the missing information ** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meelines with the plans examiner to discuss comments will require an appointment, arrmheed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- ARCHITECTURE June 15, 2017 City of Sanford Building and Fire Prevention Division 300 N. Park Ave, Sanford, FI. 32772 Permit # 17-1179 RE: 810 Pecan Avenue To Whom It May Concern: O MEMONO PLANNING AND DESIGN As the Architect for the above -referenced project, accept the following revisions to permit set of drawings per Plan Review Comments of 5/30/2017: 1. See attached. 2. See attached. 3. See clouded area on Sheet # S104. 4. See clouded area on Sheet # A102. 5. See clouded area on Sheet # A101. 6. See clouded area on Sheet # S01. 7. See clouded area on Sheet # E101. 8. See clouded area on Sheet # E101. 9. See clouded area on Sheet # E101. 10. See clouded area on Sheet # E101. 11. See clouded area on Sheet # E101. 12. See clouded area on Sheet # E101. 5127 South Orange Ave. Suite 110 Orlando, Florida 32757 Phone: 352-385-1030 * Fax :352-385-1035 * bob@rabits-architect.com * www.rabits-architect.com 13. See clouded area on Sheet # E101. 14. See clouded area on Sheet 3 P101. 15. See clouded area on Sheet # P101. 16. See attached. 17. See attached product approval sheets and revised plan in clouded area for a 12 foot wide sliding glass door. 18. Acknowledged. Please contact me should you need any additional information. Respectfully, MFUM ect 5127 South Orange Ave. Suite 110 Orlando , Florida 32757 Phone : 352-385-1030 • Fax : 352-385-1035 ; bob@rabits-architect.com + www.rabits-architect.com BP200I01 CITY OF SANFORD 4/26/17 Application Inquiry 10:04:54 Application number . . . . . : 10 00001695 Application status, date . . : CLOSED 2/04/15 Property . . . . . . . . . . : 810 PECAN AVE Parcel Number. . . . . . . . : 25.19.30.5AI-1014-0100 Old CID . . . . . . . . . . . . Subdivision . . . . . . . . . SEMINOLE PARK Zoning . . . . . . . . . . . : MR2 MULTIPLE FAMILY Application type . . . . . . : DSFH DEMOLITION - SINGLE FAMILY HOM Application date . . . . . . . 6/21/10 Tenant number, name . . . . . Master plan number, rev'wd by: 138 Estimated valuation . . . . . 5400 Total square footage . . . . . 0 Public building . . . . . . . NO Work description, qty . . . . Pin number . . . . . . . . . . 256030 Application desc . . . . . . : demolition order from Comm Imp Press Enter to continue. F3=Exit F5=Land inq F7=Appl names FB=Tracking inq F9=Bond inquiry F10=Fees Fll=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys s 9 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT WWW.SANFORDFLGOV January 4, 2017 MAILING ADDRESS CITY OF SANFORD POST OFFICE Box 1788 Mr. Talal E. Hilal SANFORD, FLORIDA 32772-1788 160 N. Spring Lake Drive Winter Garden, Florida 34787 PHYSICAL ADDRESS CITY HALL RE: Variance request for 810 Pecan Avenue 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 Parcel Number: 25-19-30-5A1-1014-0100 Dear Mr. Hilal: TELEPHONE 407.688.5140 On December 20, 2016, the Administrative Official, pursuant a recommendation FACSIMILE made by the Development Review Team, approved the Variance request to reduce 407.688.5141 the parcel area and setback requirements to the lot of record standards for a single family home within a MR -2, Multiple Family Residential zoning district at 810 CRY COMMISSION Pecan Avenue subject to the following condition: JEFF TRIPLETT 1. The proposed single family home shall be constructed using stem wallMAYORconstructionduetothereducedsetbacks; ARTWOODRUFF 2. The proposed single family home shall meet the infill lot grading requirements DISTRICT 1 enclosed); all appropriate spot elevations and grading shall be included on the site plan for review; DR. VEww H. WILLIAMS DISTRICT 2 3. A canopy tree shall be provided in the front yard per Schedule J. In addition, if any existing trees are to be removed an arbor permit may be required; RANDYJONES 4. A minimum 9' wide driveway meeting the requirements of Schedule N shall be DIsTRicT3 provided on the property and a driveway permit must be obtained. The property PAM MAHANY owner shall not make any improvements to the public right of way unless DlsratcT4 approved and permitted by the City of Sanford. Be on notice that appeals of the above decision may be made to the City CITY MANAGER Commission by any person aggrieved or by any officer, board or agency of theNORTONN. BONAPARTE, JR. City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF, MnEileenHi Development Services Manager EH/sc rs\22016\g 10 Pecan Ave - Varionce.docTADmIopmentReview\I 1-DRT Agenda-CoverMemos\Legal Ads & Letteer 7/0 571a City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Johnny Robinson Firm: TCC Construction Address: 4200 Hargill Drive City: Orlando State: FL Zip Code: 32806 Phone: 407-492-3262 Fax: Email: rrobin441@aol.com Property Address: 810 Pecan Avenue Property Owner: Allonde Development LLC Parcel identification Number: 25-19-30-5AI-1014-0100 Phone Number: 407-790-9978 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFF C IAL US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 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 M The parcel is not in the: floodplain [—]floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-1179 Reviewed by: Michael Cash, CFM Date: May 17, 2017 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # 17-1179 Address: 810 Pecan Ave BUILDING PERMIT I Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 30 Slab / Mono Slab Pre our 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Roof 60 Roof Dry In 70 Frame 70 1000 Final Roof 80 Insulation Rough In 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Bu Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final r7J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1-1119 Documented Construction Value: S (_0 000 lob Address: () De -0 -cu-) AV l' Historic District: Yes El No Parcel ID: a q - ' 00 '5 1 l —1 of q -0160 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 1:_ IE(tr C 0.1 GICC(SYt:bna 40 d mAuilid Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name { ` on d e D V E R1 -Dent CLC Phone: Street: 100 N S nn(A LakC pr, Resident of property? City, State Zip: Contractor Information Name .i)DC_ W Ll-f'I-S P__keC+n C_ Phone: L-1 J)% ZL1-3 -2_2-7 2 Street: (DCI % 4. U. 'n+we' Clrel-P Fax: 140-1 20 3 2qg City, State Zip: r I CLl QI^ p ''11S. I— L ap 0 -1StateLicenseNo.: -C- (3 Z 9 b Name: RuPUIYl ArchitecVEngin e//er Information curl O Ai W(4 hone: 4M—YID-110351060S Street: 5,N 50(A---6 7qL4JV— S7C Fax: Q —0.000 City, St, Zip: er/CUI-Ld a til.o`Z97Q,i' E-mail: Bonding Company: IJ ! A Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMEN MA RESULT N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO ME CEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING OUR NOTICE OE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application L rte, 5 s 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 requ irements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature of Owner/Agent Print Owner/AgenCs Name Dale Signature of notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID A"/G /S6 Signalure o ontroctor/Agent Date a;;, AMAYAMASTERSON Notary Public - State o1 Floridatop'.P; Commission N FF 205619 s'•' My Comm. Expires Mar 3, 2019 Bonded through National Notary Assn. Contractor/Agent isersonally" Known t e or Produced ID ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application 5CPA Parcel View: 25-19-30-5AI-1014-0100 Pronerty Record Card I p wee{AaJCR Parch: 25-19.304AI.101e-0100 YYPP Owner: ALLONDE DEVELOPMENT LLC a..ugoovn•,no.o. Property Addross: 810 PECAN AVE SANFORD, FL 32771 1 Information Parcel 25-19410-SAI.1014-0100 Owner ALLONDE DEVELOPMENT LLC Property Address 810 PECAN AVE SANFORD, FL 32771 Melling 160 N SPRING LAKE OR ALTAMONTE SPRINGS, FL 32714 - Subdivision Name SEMINOLE PARK Tax D.Wu St•SANFORD I DOR Use Code 00•VACANT RESIDENTIAL IIExemptions 1 Values Valuation Method r 10OW- 9 Cost/Market Seminole ' my GIS 0 Legal Description LOT 10 BLK 10 TR 14 SEMINOLE PARK PS 2 PG 75 Taxes Page 1 of 2 Value Summary ssAessment Value Exempt Values Taxable Value 2017 Wbrking 2016 Cendied s0 Values Values Valuation Method Cost/Markel Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Schools 7,809 Depreciated EXFT Value 7,809 City Sanford Land Value (Market) 37,809 7.809 Land Value Ag Just/Marlel Value " 7,809 7,809 Portability Adj Save Our Homes Adj s0 so Amendment 1 Adj 0 SO P&G Adj 0 30 Assessed Value 57,809 7,809 Tax Amount without SOH: SI56.53 2018 Tax Bill Tax Amount $156.53 Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authonly ss Aessment Value Exempt Values Taxable Value SJWM(Sainl Johns Water Management) 57,809 s0 57,809 County Bonds 57,809 s0 57,809 County General Fund 7,809 0 7.809 Schools 7,809 0 7,809 City Sanford 7.609 0 7.809 Sales Description Date Book Page Amount I Quakfied Vadlmp TAX DEED 911/2016 08775 IZ144 $7,000 No Vacant 11 Find Comparable Solos Land 1 Method Frontage Depth Unb Unft3 Price Land Value I FRONT FOOT 8 DEPTH 44,00 148.00 0 $17400 $7,809 Building Information I. - PermitsPermits Pemut tl Description Agenry Amount I CO Date Perms Date olegs DEMOLITION SANFORD $5.400 7/30/2010 Extra Features t - - - - I http://parceidetai l.scpafl.org/ParceiDetaili nfo.aspx?Pl D=25193O5AI 10 140100 7/ 13/2017 r Doc Watts Electric, Inc 6984 Venture Circle Orlando, FL 32807 407-243-2278 Fax 407-243-2298 QUOTATION To: Golf point Villas at The Highlands 430 Sheoah Blvd No 17-0000749 Winter Springs, FL 32708 Date May2/17 Our Refer. Job Location:810 Pecan Avenue Cust. Code: HILALPI Sanford, FL 32771 Start Date Mayl/17 Est End Date i OCT 0 5 2017 i y BY• I City of Sanford 300 N Pork Ave Sanford, FL 32771 RE: Removal of electrical contractor 810 Pecan Ave Permitil 17-1179 To Whom It May Concern, Please remove Doc Watts Electric, Inc as the electrical contractor associated with the above referenced address and permit number effective immediately due to conflict of interest with the general contractor. Doc Watts Electric, Inc. is no longer responsible for any electrical work performed at this location. Regards, George Averall President/Qualifier EC13004296 407-243-2278 6984 Venture Circle • Orlando, FL 32807 Phone: 407-243-2278' Fax: 407-243-2298 www.docwattselectric.com Revision l . HC EIV Response to Comments OCT - 3 201 13Y( Permit # 1 // -/ Submittal Date Project Address: Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 13 Building Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: 1 !C-A5E AVkC—-3-> Vc:r LA40 T- ROUTING INFORMATION Approvals 0.1.17 L71 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S. &L100, 00 Job Address: S 10 AYCa,114ve- Historic District: Yes No Parcel ID: 25. / 7 • .3o .,SAT. / 6 /q • 0 / 0 0 Residential Commercial Type of Work: New Addition Alteration Repair Dcmo Change of Use ElMove Description of Work: _ ,,/ C. .QA4g 3.5-4/1 21ckm W/m muayy 2.5 -An S 1Sleyv wax . Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name kl6lid-e. bit/ OAf)'L'g L LO' Phone: Val, f27 • dAF Street: _ I (go (\r -AA.111-a%& Resident of property? City, State Zip: 5a&-zA rL ,11773 Contractor Information Name [A 10,h0 PA •P_'lrla Strect: 53100 Mian %G SI' l fl+ * 102 City, State Zip: SI.VI Aclld LL 39--7-7:k Phone: `467 • c87 9.'-7.vq o Fax: State License No.: CA c 18l 74 0 & Arch itecUEngineer Information Name: Phone: Street: A Fax: City, St, Zip: E-mail: Bonding Company: I Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A-1-1.ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition 12014) Florida Building Code Revised: )unc 30.2013 Pcrmit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 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. l l r cr) —7 C a 5—b :b 7 s` iig"naturee re rof Owner/Agent Date Signatuof Contractor/Ag rat i, ` C, Idd /GG\ eL t ! I /1 Print r/ gent's Name rf it Con for/Agent's Neme Srgnoturc of Nota - of orida signature of Notary -State Florida Datc LINDSEY L DEARTH i 1MyCOMMISSIONaFF983896 LINDl- rF:: SEY L DEARTH EXPIRES April 19. 2D20 I I `; MY COMMISSION 0 FF983998 wenws-0tsa e,rtwns., ,remrc.n,. ' EXPIRES April 19. 2020 Owner/Agent is '-/'Personally Known to Me or Contra0 to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Rcviscd:lunc 30. 201 S UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Permit Application 9/19/2017 LIAhko W4M CPA zw.wrx:e Cptavty, F•ibasw Parcel Information SCPA Parcel Yew: 25-19-30-5AI-1014-0100 Property Record Card Parcel: 25-19-30-5AI-1014-0100 Owner: ALLONDE DEVELOPMENT LLC Property Address: 810 PECAN AVE SANFORD, FL 32771 Parcel 25 -19 -30 -SAI -1014-0100 Owner ALLONOE DEVELOPMENT LLC Property Address 810 PECAN AVE SANFORD, FL 32771 Mailing 160 N SPRING LAKE DR ALTAMONTE SPRINGS, FL 32714 - Subdivision Name SEMINOLE PARK Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Depreciated EXFT Value Legal Description LOT 10 BLK 10 TR 14 SEMINOLE PARK PS 2 PG 75 Taxes httpJlparceidetaii.scpafl.org/ParcelDetailinfo.aspx?PI0=2519305AI10140100 Value Summary I I 12017 Working 2016 Certified IValuesIValues Valuation Method Cost/Market Cost/Market Number of Buildings i 0 0 a- -- -- Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 7,809 i- •-• - ------•----- 7,809 Land Value Ag------. JustlMarket Value " 7,809 7,809 Portability Adj Save Our Homes Adj I $0 - 0 Amendment 1 Adj 0 0 P&G Adj -SO 1$0 Assessed Value 7,809 7,809 Tax Amount without SOH: $156.53 I2016TaxBillAmount $156.53 Tax Estimator ' Save Our Homes Savings: $0.00 TRIM Notice Helo I ' Does NOT INCLUDE Non Ad Valorem Assessments 1/2 r ZENIT SERVICE LLC- License#CAC18174O6 Allonde Development 810 Pecan Ave Sanford, FL 32771 407) 927-1388 p cchilal@aol.com ESTIMATE ESTIMATE #119 DATE Aug 21, 2017 SCHEDULED DATE Mon Aug 21, 2017 9:45am TOTAL $6,400.00 CONTACT US 5360 McIntosh Pt, 102 Sanford , FL 32773 407) 878-7840 p office@zenitservice.com Estimate 1.0 $6,400.00 Estimate to furnish all material and labor to install a new I.C.P 3.5 ton 15 seer heat pump system to specs provided by customer to include, All new supply and return duct work per plans All new ventilation per plans All required permits Warranty as listed, 1 year labor warranty and 5 year equipment parts warranty. Exclusions include, any changes to provided plans or any work not listed above. Total We have financing available! Call our office for more details 407-878-7840 6,400.00 6,400.00 ZENIT SERVICE LLC- www.zenitservice.com 1 of 1 License#CAC 1817406 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: p n Project Name: g C n v. rcject Address: --r Building Permit //Electrical Permit #11-79 In consideration fo uthorizing the appeePriate utility company to energize the facility, we agree with and understand the follow, 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. if the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to tenninate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. fall • µ- rint Name of Owner/ Tenant Signature of Owner/ Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/ 15) Gen. Contractor License # Signature of El. EI. Contractor License # o Progress Energy o Florida Power and Light C ,* ( d /-)(a S Q-)-, -,d - ( . o 9 CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/28/17 Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . 25.19.30.5AI-1014-0100 810 PECAN AVE SANFORD FL 32771 SEMINOLE PARK LOT 10 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 75 MULTIPLE FAMILY Owner . . . . . . . . . ALLONDE DEVELOPMENT LLC Contractor . . . . . . TCC CONSTRUCTION CONTRACTORS, 407 492-3262 Application number 17-00001179 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . Building Ottic VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. SIT£ BENCHMARK NAIL IN POWER I I POLE EL = 2502 I I I I I L 0 T 4I L 0 T 5 I I 23.6 x 236 X234 WPP x 231 14' ALLEY x238 S89"40'06'W. x23.6 N.E. CORNER, BLOCK ]0 TIER 14 FOUND 1' IRON PIPE CND ID) I Iv 2^ ILOT6aha O ^ 1 233 vl I I OHV I OHV 14 75' 7.zeal" I I I CONC CURB d GUTTER 41.00' .. \ . CON( FINAL SURVEY / BOUNDARY SURVEY DESCRIPTION: LOT 10, BLOCK 10, TIER 14, SEMINOL E PARK, AS RECORDED IN PLAT BOOK 2 PAGE 75, OF THE PUBLIC RECORDS OF SEMINOL E COUNTY, FLORIDA L 10 -petA0-tk- - NOTES 1. BEARINGS BASED ON THE WEST R/W LINE OF PECAN AVENUE AS BEING N.00 -21-24-W., AN ASSUMED MERIDAN. 2. UNDERGROUND IMPROVE- MENTS NOT LOCATED J. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. 4. SUBJECT PROPERTY LIES IN ZONE "X" PER FLOOD INSUR4NCE RATE MAP PANEL i 12117CO070 F, DATED 9/28/2007, AND LIES OUTSIDE THE 500—YE4R FLOOD PLAIN 5. DATE OF FIELD SURVEY. 12/26/17. 6. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK J297001 WITH AN ELEVATION OF 28.60 RELATIVE TO NAVD88. LEGEND R/W CONC b REG REGISTERED OHW = OVERHEAD WIRES WPP WOOD POWER POLE M) MEASURED P) PLAT Nw VAT£R METER^ 3. 1 4 Q LOT 10 a C a 26.7' 3 Y Qa N Z26.0 O BLOCK 10 CON( BLOCK SINGLE FAMILY RESIDENCE 810 6 l• CON( y' O O ( W2 v81 TIER 1 Aja pd DRIVEWAY . L 00.: A W I W l N F.F.E. = 25.14 (MEASURED) v • CL FF.E. = 25.00 (PROPOSED) v 2 O 485, 784' ss; l W x23.7 233xJL 1 x A/C V CONC 6' WOOD FENCEcsV W W 41.00' 147.75' c N.89°40'06E. 12 z N N I SITE BENCHMARK X' CUT IN VALK O ELEVATION = 232324.0x x 241 y O ao L O T 1 1 237 S.E. CORNER, BLOCK 10 TIER 14 FOUND 3/4' IRON PIPE FINAL SURVEY / BOUNDARY SURVEY DESCRIPTION: LOT 10, BLOCK 10, TIER 14, SEMINOL E PARK, AS RECORDED IN PLAT BOOK 2 PAGE 75, OF THE PUBLIC RECORDS OF SEMINOL E COUNTY, FLORIDA L 10 -petA0-tk- - NOTES 1. BEARINGS BASED ON THE WEST R/W LINE OF PECAN AVENUE AS BEING N.00 -21-24-W., AN ASSUMED MERIDAN. 2. UNDERGROUND IMPROVE- MENTS NOT LOCATED J. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. 4. SUBJECT PROPERTY LIES IN ZONE "X" PER FLOOD INSUR4NCE RATE MAP PANEL i 12117CO070 F, DATED 9/28/2007, AND LIES OUTSIDE THE 500—YE4R FLOOD PLAIN 5. DATE OF FIELD SURVEY. 12/26/17. 6. ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK J297001 WITH AN ELEVATION OF 28.60 RELATIVE TO NAVD88. LEGEND R/W RIGHT—OF—WAY CONC CONCRETE REG REGISTERED OHW = OVERHEAD WIRES WPP WOOD POWER POLE M) MEASURED P) PLAT NO ID) 12/26/17 CERTIFIED TO: l HEREBY CERTIFY.- DATE.• MICHAEL HILAL SANDARDS OF PRACTICE T THIS SURVEY MEETS THE SCALE.' 1' = 20' SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN JOB NO. 17 -PECAN CHAPTER 61 G 17 - 6, FLORIDA ADMINISTRATIVE CODE. MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FLORIDA, 32771 THOMAS J. MCMAHON LICENSED BUSINESS 17434 FL REG LAND SURVEYOR 14887 PHONE 407-328-7201 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPA J RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING Florida Department of Business and Professional Regulation - Residential CONSTRUCTION Performance Method Project Name: 14640217R Builder Name. Street: 810 Pecan Avenue Permit Office: S minole County City, State, Zip: Sanfort , FL , 32771 Permit Number: % - 1 7Owner: nSANFORDHilalPropertiesLot #10 Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (1607.7 sqft.) I Insulation ea 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1369.70 ft" b. Interior Frame - Wood, Interior R=11.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ria 4. Number of Bedrooms 3 d. N/A R= ria 5. Is this a worst case? No 10. Ceiling Types (1502.0 sgft.) Insulation . Area a. Under Attic (Vented) R=30.0 1502.00 ft a 6. Conditioned Boor area above grade (1`12) 1502 b. N/A R= ft a Conditioned floor area below grade (fta) 0 c. N/A R= fta 11. Ducts R fta 7. Windows(253.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 599 a. U -Factor: Dbl, U=0.50 253.40 ft' SHGC: SHGC=0.45 b. U -Factor: N/A fta 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.0 SEER:14.00 c. U -Factor: N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A fta a. Electric Heat Pump 42.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.626 ft. Area Weighted Average SHGC: 0.450 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1502.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1502.00 ft" b. Conservation features b. N/A R= fta None c. N/A R= fta 15. Credits Pstat Glass/Floor Area: 0.169 Total Proposed Modified Loads: 52.67 PASSTotalBaselineLoads: 54.38 1 hereby certify that the plans and specifications covered by Review of the plans and 0gtiE STgr this calculation are in compliance with the Florida Energy specifications covered by this Z FOA Code. Digitally signed by. Roy Abood DN' CN = Roy Abood C = AD ORoy calculation indicates compliance E tient Energy services, Inc. with the Florida Energy Code. urn, %••. ;; , O PREPARED BY: lo = Residential Rater +3+6 AIJ_OOd_f Da zo+ oz.z +rors3 - Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this Yuilding, as d9pigned, is in ante Florida Statutes. with the Florida Energy. cOp WE OWNER/AGENT: _BUILDING OFFICIAL: DATE: _ _ _ l_I DATE: /•!- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires. an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 2/27/2017 3:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: 14640217R Bedrooms: 3 Address Type: Street Address Building Type. User Conditioned Area: 1502 Lot # Owner: Hilal Properties Lot #10 Total Stories: 1 Block/SubDivision: of Units- 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 810 Pecan Avenue Permit Office: Seminole County Cross Ventilation: No County. Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanforl , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1997 17928.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Master Bedroom 230 2139 No 2 1 1 Yes Yes Yes 2 Master Bath 105 977 No 0 1 Yes Yes Yes 3 Master WIC 60 558 No 0 1 No Yes Yes 4 Bedroom 2 120 1116 No 1 1 1 Yes Yes Yes 5 WIC 2 25 232.5 No 0 1 No Yes Yes 6 Bath 2 70 651 No 0 1 Yes Yes Yes 7 Bedroom 3 160 1488 No 1 1 1 Yes Yes Yes 8 Great Room 472 4389.6 No 0 1 Yes Yes Yes 9 Kitchen/Foyer 215 1999.5 Yes 0 1 Yes Yes Yes 10 Laundry 45 418.5 No 0 1 Yes Yes Yes 11 2 Car Garage 495 3960 No 0 0 1 Yes No No FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Master Bedroom 38.5 ft 0 230 ft' 0 0 1 2 Slab -On -Grade Edge Insulatio Master Bath loft 0 105 ft' 0 0 1 3 Slab -On -Grade Edge Insulatio Master WIC 1 ft 0 60 ft' 0 0 1 4 Slab -On -Grade Edge Insulatio Bedroom 2 10.3 ft 0 120 ft' 0 0 1 5Slab-On-Grade Edge Insulatio WIC 2 1 ft 0 25 ft' 0 0 1 6 Slab -On -Grade Edge Insulatio Bath 2 5.8 ft 0 70 ft' 0 0 1 2/27/2017 3:06 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 7 Slab-On-Grade Edge Insulatio Bedroom 3 10.3 It 0 160 ft' 0 0 1 8 Slab-On-Grade Edge Insulatio Great Room 41.9 ft 0 472 ft' 0 0 1 9 Slab-On-Grade Edge Insulatio Kitchen/Foyer 23.8 ft 0 215 ft' 0 0 1 10SIab-0n-Grade Edge Insulatio Laundry 6 ft 0 45 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1627 W 312 ft' Medium 0.1 No 0.9 No 30 22.6 ATTIC v Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1502 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Master Bedroom 30 Blown 230 ft' 0.1 Wood 2 Under Attic (Vented) Master Bath 30 Blown 105 W 0.1 Wood 3 Under Attic (Vented) Master WIC 30 Blown 60 W 0.1 Wood 4 Under Attic (Vented) Bedroom 2 30 Blown 120 ft' 0.1 Wood 5 Under Attic (Vented) WIC 2 30 Blown 25 ft' 0.1 Wood 6 Under Attic (Vented) Bath 2 30 Blown 70 ft' 0.1 Wood 7 Under Attic (Vented) Bedroom 3 30 Blown 160 ft' 0.1 Wood 8 Under Attic (Vented) Great Room 30 Blown 472 ft' 0.1 Wood 9 Under Attic (Vented) Kitchen/Foyer 30 Blown 215 fl' 0.1 Wood 10 Under Attic (Vented) Laundry 30 Blown 45 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wa1LT-ype Spate R_Value-Et-In_Et-In Area-R_Value-Enaction-AbsorGrade"/6- 1 N Exterior Concrete Block - Ext Intdbster Bedro 5 8 0 9 4 74.7 ft' 0 0 0.3 0 2 S Exterior Concrete Block - Ext Inldtister Bedro 5 13 10 9 4 129.1 ft' 0 0 0.3 0 3 W Exterior Concrete Block - Ext InJdhsler Bedro 5 16 8 9 4 155.6 ft' 0 0 0.3 0 4 S Exterior Concrete Block - Ext InsMaster Bath 5 10 0 9 4 93.3 ft' 0 0 0.3 0 5 S Exterior Concrete Block - Ext InsiBedroom 2 5 10 3 9 4 95.7 ft' 0 0 0.3 0 6 S Exterior Concrete Block - Ext Insul Bath 2 5 5 10 9 4 54.4 ft' 0 0 0.3 0 7 E 2 Car Gar Interior Frame - Wood Bedroom 3 11 15 6 9 4 144.7 R' 0 0.25 0.3 0 8 S Exterior Concrete Block - Ext InsiBedroom 3 5 10 4 9 4 96.4 W 0 0 0.3 0 9 N Exterior Concrete Block - Ext Ins(Hreat Room 5 24 8 9 4 230.2 W 0 0 0.3 0 10 W Exterior Concrete Block - Ext Ins(Dreat Room 5 17 3 9 4 161.0 W 0 0 0.3 0 11 N Exterior Concrete Block - Ext Ini Uchen/Foyer 5 10 8 9 4 99.6 ft' 0 0 0.3 0 2/27/2017 3:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 2/27/2017 3:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall Type Space R_Value-Et-In-Et-In Area-R_Value-Eracbon-Absor._Grade%_ 12 NE Exterior Concrete Block - Ext IniAitchen/Foyer 5 4 9 9 4 44.3 ft' 0 0 0.3 0 13 E Exterior Concrete Block - Ext Inititchen/Foyer 5 8 6 9 4 79.3 ft' 0 0 0.3 0 14 N Exterior Concrete Block - Ext Insul Laundry 5 6 0 9 4 56.0 ft' 0 0 0.3 0 15 E 2 Car Gar Interior Frame - Wood Laundry 11 6 5 9 4 59.9 ft' 0 0.25 0.3 0 16 S 2 Car Gar Interior Frame - Wood Laundry 11 3 7 9 4 33.4 ft' 0 0.25 0.3 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Wood Kitchen/Foyer None 39 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Low -E Double Yes 0.5 0.45 20.0 ft' 17 It 0 in 1 ft 7 in None Interior 5 2 W 3 Metal Low -E Double Yes 0.5 0.45 30.0 ft' 1 ft 6 in 1 ft 7 in None Interior 5 3 S 4 Metal Low -E Double Yes 05 0.45 15.0 ft' 1 ft 6 in 1 ft 7 in None Interior 5 4 S 5 Metal Low -E Double Yes 0.5 0.45 15.0 ft' 1 It 6 in 1 ft 7 in None Interior 5 5 S 6 Metal Low -E Double Yes 0.5 0.45 10.0 ft' 1 ft 6 in 1 ft 7 in None Interior 5 6 S 8 Metal Low -E Double Yes 0.5 0.45 15.0 ft' 1 ft 6 in 1 ft 7 in None Interior 5 7 N 9 Metal Low -E Double Yes 0.5 0.45 30.0 W 1 ft 6 in 1 ft 7 in None Interior 5 8 W 10 Metal Low -E Double Yes 0.5 0.45 69.2 ft' 8 ft 0 in 1 ft 7 in None Interior 5 9 N 11 Metal Low -E Double Yes 0.5 0.45 10.0 ft' 4 It 0 in 1 It 7 in None Interior 5 10 NE 12 Metal Low -E Double Yes 05 0.45 14.2 ft' 2 It 0 in 1 ft 7 in None Interior 5 11 E 13 Metal Low -E Double Yes 0.5 0.45 10.0 ft' 1 ft 6 in 1 It 7 in None Interior 5 12 N 14 Metal Low -E Double Yes 0.5 0.45 15.0 ft' 1 ft 6 in 1 It 7 in None Interior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 495 ft' 384 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 1164.1 63.91 120.19 2157 5 2/27/2017 3:06 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 2/27/2017 3.06 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 42 kBtu/hr 1300 cfm 0.74 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V Supply -- Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 599 ft' Attic 599 ft' Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingHHe Jan H Feb [[ ]] Mar Jan Feb [X] MarH Apr IprW Me [X] Jun X] Jul May [ ] Jun 4 ] JulI X] Au4 ] Au4 Se Sep Oct Oct Nov14Nov Dec Dec Ventin Jan Feb Mar Apr Ma [ ] Jun [ ] Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/27/2017 3.06 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 810 Pecan Avenue, Sanfort, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single -family a. Concrete Block - Ext Insul, Exterior R=5.0 1369.70 ft' b. Interior Frame - Wood, Interior R=11.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (vented) R=30.0 1502.00 ft 6. Conditioned floor area (ft') 1502 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a U-Factor: Dbl, U=0.50 253.40 1`1211 • Ductsa. Sup: Attic, Ret: Attic, AH. Garage R ft' 6 599 SHGC: SHGC=0.45 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft° a. Central Unit 42.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.626 ft. Area Weighted Average SHGC: 0.450 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab-On-Grade Edge Insulation R=0.0 1502.00 ft a. Electric EF: 0.92 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/27/2017 3:07 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 14640217R Builder Name: Street: 810 Pecan Avenue Permit Office: Seminole County City, State, Zip: Sanfort , FL , 32771 Permit Number: Owner: Hilal Properties Lot #10 Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. i Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. ITheairbarriershallbeinstalledatanyexposededgeofinsulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. 0 Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. I Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. v Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. v HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors v 2/27/2017 3:07 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1! of 1 wrightsofC Manual S Compliance Report Dat Feb 0 17R 2017 Entire House By: EES Inc. Efficient Energy Services, Inc. P.O. Box 181, Altoona, FL 32702 Phone. 352-6639090 Email: royelficientenergy@gmail.com Web: www.efficientenergyservicesinc.com Project Information For: Hilal Properties Lot #10, Property ID #: 25-19-30-5AI-1014-0100 810 Pecan Avenue, Sanfort, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 30994 Btuh Outdoor design WB: 75.1 OF Latent gain: 8807 Btuh Indoor design DB: 75.0'F Total gain: 39801 Btuh Indoor RH: 50% Estimated airflow: 1300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Actual airflow: Sensible capacity: Latent capacity: Total capacity: Split ASHP CARRIER equal or betU90 cfm 31080 Btuh 10920 Btuh 42000 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F Model: 25H C E442A003+FB4C N P048L00 100% of load 124% of load 106% of load SHR: 74% Heat loss: 0 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER equal or Model: 25HCE442A003+FB4CNP048L00 Actual airflow: 1300 cfm Output capacity: 42000 Btuh 0% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: CARRIER Model: CE2501C08 Actual airflow: 1300 cfm Output capacity: 8.0 kW 0% of load Temp. rise: 19 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 76.2'F Entering coil WB: 63.1'F Entering coil DB: 70.0'F Capacity balance: 0 OF Economic balance: 0 OF 2017 -Feb -27 17:42.47 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU14887 Page 1 Z& ..I Jobs 2017\02-February\14640217R%14640217R.rup Calc = MJ8 Front Door faces. E wrightsoft• Load Short Form Entire House Efficient Energy Services, Inc. P.O. Box 181, Altoona, FL 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.afficientenergyservicesine.com Job: 14640217R Date: Feb 27, 2017 By: EES Inc. For: Hilal Properties Lot #10, Property ID #: 25-19-30-5AI-1014-0100 810 Pecan Avenue, Sanfort, FL 32771 Design Information Htg Clg Infiltration Outside db (°F) 42 93 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 18 Fireplaces 0 Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/Ib) 1 38 HEATING EQUIPMENT Make CARRIER [equal or better] Trade COMFORT SERIES Model 25HCE442AO03 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 42000 Btuh @ 47°F 29 F 1300 cfm 0 cfm/Btuh 0.60 in H2O Backup: CARRIER HEAT STRIP CE2501C08 Input = 8 kW, Output= 27297 Btuh, 100 AFUE COOLING EQUIPMENT Make CARRIER [equal or better] Trade COMFORT SERIES Cond 25HCE442AO03 Coil FB4CNP048L00 AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Capacity balance point = 0 °F 14 SEER Area ft2) 31080 Btuh 10920 Btuh 42000 Btuh 1300 cfm 0.042 cfm/Btuh 0.60 in H2O 0.78 2071 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) Htg AVF cfm) Clg AVF cfm) Bath 2 70 0 1464 0 61 Bedroom 2 120 0 2071 0 87 Bedroom 3 160 0 2701 0 113 Great Room 472 0 9276 0 389 Kitchen/Foyer 215 0 5154 0 216 Laundry 45 0 1500 0 63 Master Bath 105 0 1400 0 59 Master Bedroom 230 0 6059 0 254 Master WIC 60 0 721 0 30 Wit- O 7C A CAD A 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -Feb -27 17:42:47 AAr. wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU14887 page 1 ACCK ...I Jobs 2017\02-February%14640217RX14640217R.rup Calc = MJ8 Front Door faces: E Entire House 1502 0 30994 0 1300 Other equip loads 0 0 Equip. @ 1.00 RSM 30994 Latent cooling 8807 TP1TA 1 l^ 4 CAI A 9AOA4 A 412AA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -Feb -27 17:42:47 t wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU14887 Page 2 AC C;K ...I Jobs 2017\02-February%14640217R\14640217R.rup Calc = MJ8 Front Door laces: E wrightsoft• Project Summary Entire House Efficient Energy Services, Inc. P.O. Box 181, Altoona. FL 32702 Phone: 352.669.9090 Email, royefficientenergy@gmail com Web www efficientenergyservicesinc.com For: Hilal Properties Lot #10, Property ID #: 25-19-30-5AI-1014-0100 810 Pecan Avenue, Sanfort, FL 32771 Notes: Job: 14640217R Date: Feb 27, 2017 By: EES Inc. Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 42 °F Outside db 93 °F 70 °F Inside db 75 °F 28 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 38 gr/Ib 0 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh Simplified Semi -tight 0 Area ft Heating Co 150 Volume Z(L) 0 13969 Air changes/hour 0.41 0.14 Equiv. AVF (cfm) 0 33 Sensible Cooling Equipment Load Sizing Structure 25160 Btuh Ducts 5834 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Cooling Equipment Summary Make CARRIER [equal or better] Ratetswing multiplier 1.00 Trade COMFORT SERIES Equipment sensible load 30994 Btuh Latent Cooling Equipment Load Sizing Structure 7793 Btuh Ducts 1014 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 8807 Btuh Equipment total load 39801 Btuh Req. total capacity at 0.74 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER [equal or better] Make CARRIER [equal or better] Trade COMFORT SERIES Trade COMFORT SERIES Model 25HCE442AO03 Cond 25HCE442AO03 AHRI ref Coil FB4CNP048L00 AHRI ref Efficiency 8.2 HSPF Efficiency 14 SEER Heating input Sensible cooling 31080 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10920 Btuh Temperature rise 29 °F Total cooling 42000 Btuh Actual air flow 1300 cfm Actual air flow 1300 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point = 0 °F Backup: CARRIER HEAT STRIP CE2501C08 Input = 8 kW, Output = 27297 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -Feb -27 17:42.47 t wrighttsoft• Right -Suite® Universal 2017 17.0.08 RSU14887 Page 1 AM . I Jobs 2017102-February%14640217R%14640217R.rup Calc = MJ8 Front Door faces. E Duct System Summary Job: 14640217R wrightsoft' Date: Feb 27, 2017 Entire House By: EES Inc. Efficient Energy Services, Inc. P.O. Box 181. Altoona. FL 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: Hilal Properties Lot #10, Property ID #: 25-19-30-5AI-1014-0100 810 Pecan Avenue, Sanfort, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0.16 in H2O 0.44 in H2O 0.278 / 0.162 in H2O 0.116 in/100ft 1300 cfm Cooling 0.60 in H2O 0.16 in H2O 0.44 in H2O 0.278 / 0.162 in H2O 0.116 in/100ft 1300 cfm 380 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Master Toilet c 387 0 16 0.116 4.0 Ox 0 VIFx 65.0 175.0 st4 Master Bedroom c 3030 0 127 0.116 8.0 Ox 0 VIFx 65.0 175.0 st5 Master Bedroom -A c 3030 0 127 0.116 8.0 Ox 0 VIFx 65.0 175.0 st5 Master Bath c 1200 0 50 0.116 6.0 Ox 0 VIFx 65.0 175.0 st4 Master WIC c 738 0 31 0.116 5.0 Oxo VIFx 65.0 175.0 st5 Bedroom 2 c 2574 0 108 0.116 7.0 Ox 0 VIFx 65.0 175.0 st4 WIC 2 c 648 0 27 0.116 4.0 Oxo VIFx 65.0 175.0 st4 Bath 2 c 1462 0 61 0.116 6.0 Ox 0 VIFx 65.0 175.0 st2 Bedroom 3 c 3201 0 134 0.116 8.0 Ox 0 VIFx 65.0 175.0 st2 Great Room -A c 4636 0 194 0.116 9.0 Ox 0 VIFx 65.0 175.0 st3 Great Room c 4636 0 194 0.116 9.0 Ox 0 VIFx 65.0 175.0 st3 KitcherdFoyer c 4156 0 174 0.116 8.0 Oxo VIFx 65.0 175.0 st2 Laundry c 1295 0 54 0.116 6.0 Ox 0 VIFx 65.0 175.0 st2 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st5 Peak AVF 0 285 0.116 523 10.0 0 x 0 VinlFlx st4 st4 Peak AVF 0 487 0.116 455 14.0 0 x 0 VinlFlx SO st2 Peak AVF 0 813 0.116 582 16.0 0 x 0 ViniFlx SO st3 Peak AVF 0 389 0.116 495 12.0 0 x 0 VinlFlx st2 st1 Peak AVF 0 1300 0.116 578 15.5 18 x 18 RectFbg P P Peak AVF 0 1300 0.116 578 15.5 18 x 18 RectFbg 2017 -Feb -27 17:42:47 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU14887 Page 1 iVr1 ...I Jobs 2017\02-February\14640217R%14640217R.rup Calc = MJ8 Front Door faces: E wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU14887 Z+dK ...I Jobs 2017\02-February%14640217R%14640217R.rup Calc = MJ8 Front Door faces. E 2017 -Feb -27 17:42 Pat Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb1 18x 17 0 679 140.0 0.116 486 16.0 Ox 0 487 VIFx rt1 rb4 16x 10 0 352 140.0 0.116 448 12.0 Ox 0 578 VIFx rt2 rb2 12x 5 0 135 140.0 0.116 387 8.0 Ox 0 VIFx rt2 rb3 12x 5 0 134 140.0 0.116 385 8.0 Ox 0 VIFx rt1 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU14887 Z+dK ...I Jobs 2017\02-February%14640217R%14640217R.rup Calc = MJ8 Front Door faces. E 2017 -Feb -27 17:42 Pat Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk rt1 Peak AVF 0 1300 0.116 578 15.5 18 x 18 RectFbg R 02 Peak AVF 0 487 0.116 455 14.0 0 x 0 VinlFlx rt1 R Peak AVF 0 1300 0.116 578 15.5 18 x 18 RectFbg wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU14887 Z+dK ...I Jobs 2017\02-February%14640217R%14640217R.rup Calc = MJ8 Front Door faces. E 2017 -Feb -27 17:42 Pat V w RECORD COPY JUN 2 0 2017 BY TI -115 LAYOUT 5UPERCEDE5 ANY 1=REVIOU5LY RELEA5ED TRU55 LAYOUT5 FOR TH15 PROJECT. REL: (o/S/ll SHINGLE LOADING 140 mgh. WIND 12 EXPOSURE G 5 d 4-V1(o' HEEL ISW 16' OVERHANG PLUMB CUT TYPICAL TRUSS END AL_ o --=es O'\1 I A"O ALL ROO= RL;S5 NG=:R5 A<= a11 X50\ -tiSSo %<G'„v?o-S AND A-- --OGS --^ -=R AiC= A 1 % UNLE-5-5 NO -ED BEARING- NEIGI-ITS ! HANG -ER TAKEO I - 9'-4' HEIGHT 1 2) HU526 1 3) LU524 Z - 8'-0' HEIGHT i NOTE TY OF TWE BUILDING DESIGNER OR E AN Af"WF 1ATE C4W ECTICN FOR 7R PLUMISM (AND TLEIR CONIECTIO,LS) N TFWSS SPACE BE DIAGRAMMED OT BUILDER ON APPROVED TRUSS LAYOUT Q TO FAMCATICK C@-PANY 19 A TRJSS MANFACTIFER %&IOSE OKSIBILRIES ARE LIMITED TO INOSE DESCRIBED M WTCA i 'DESIGN RESPONSIBILITIES'. ACCORDWILT, IT DISCLAIMS M-SP"151LITIES AND/OR LIABILITY FOR TWE CONSTRUCTION CN, DRAWWGS. DOC,TCIENTS NCLUDNG TLIE NSTALLATION AND 7N0 OF TRISSES MAILFACTUFRED, BY TWIS COMPANY. UJ,41 N f NCS CCNVENTIONAL FRAMNG, E CTICN AND/OR PEB'IANENT BRACNG I NOT TME RESPCNSIBILITY 6 TWE TRISS DESK.fER PLATE MANFACTWIER OR TRM MAKFACTUREW PERS" ERECTMNG TgASES ARE CAUTICNED TO SEDC PF74M SICNAL ADVICE REGARONG ERECTICN BRACNG 1WIC31 IS ALWAYS %M=IRED TO FffVENT TOPPLNG AND DOMNOI G OURPY EcRECTON. AND PEFWIM 4T BRACNG WHICH MAY BE REQUIRED N SPECIFIC APPLICATIONS. SEE GUIDE TO GOOD PRACTICE FOR M.ANDLNG. NSTALLNG, FESTRANNG ( BRACNG OF METAL PLATE CONNECTED co=7 -.7-SSES'cC:% =V- Cu' BC51 ?OOta, =CQ =.C --EQ. TRUSSES SMALL BE NSTALLED N A STRAIGHT AND PLUI'® POSRICMi WHERE NO 6WEATHN0 IS APPLIED DIRECTLY TO TOP AND/OR BOTTon CHORDS, TWEY SMALL BE BRACED AS SPECIFIED CN WE ENGNEERED DESK MISSES SMALL BE HANDLED WITM REASONABLE CAIS DURNG ERECTION TO P-REVENT DAMAGE OR PEWONAL NARY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. SS=S ?SS S I 1,i CC' - 50 AINR"iSS 0. 07-321-'440 / 380-872-5098 / 332-5 ONGWOOD / O'UOND 9?=C- / VASCOTT= CARL NILAL INILAL RESIDENCE 1 1810 PECAN AVE 1 134 coo, Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Solhvare: Structural Engineer of Record: Address: Minimum Design Loads: RKORD COPY Alpine, an ITW Company 2400 Lake Orange Drive Suite I50 Orlando FL 32837 Florida Engineering Certificate of Authorization Number 0 278 Florida Certificate of Product Approval # FL1999 Page 1 of I Document ID:I W 11408-L 1809081001 Accu -Span Truss Company 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SAI 25 Florida Building Code 5th Edition (2014) TPI-2007(STD) Alpine Software,Version 15.01. The identity of the structural EOR did not exist as of the seal date per section 61G15 -31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must retch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: RCUSR408 Details: BRCLBSUB-CNNAILSP-DEFLCAMB- Ref Description Drawing# Date 1 21818-401 17160014 06/09/17 2 21819-402 17160015 06/09/17 3 21820-403 17160016 06/09/17 4 21821-404 17160017 06/09/17 5 21822 --AOS 17160018 06/09/17 6 21823-406 17160019 06/09/17 7 21824-407 17160020 06/09/17 8 21825--B01 17160038 06/09/17 9 21826--BO2 17160021 06/09/17 10 21827--BO3 17160022 06/09/17 11 21828--BO4 17160023 06/09/17 12 21829--B05 17160024 06/09/17 13 21830--BO6 17160025 06/09/17 14 21831--607 17160026 06/09/17 15 21832--EJ7 17160027 06/09/17 16 21833--EJ7A 17160028 06/09/17 17 21834--EJ7G 17160029 06/09/17 18 21835--CJ1 17160030 06/09/17 19 21836--CJ3 17160031 06/09/17 20 21837--CJ3A 17160032 06/09/17 21 21838--CJ5 17160033 06/09/17 22 21839--CJ5A 17160034 06/09/17 23 21840--HJ10 17160035 06/09/17 24 21841--HJ10A 17160036 06/09/17 25 21842--HJ10B 17160037 06/09/17 CE' JUN 10 2017 rna nty p i Fira FL -(1//7 SI1111NCE yy"°' nnN wu w This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 06/09/2017 Douglas Fleming Truss Design Engineer - 2400 Lnke Orange Dr, Suite 150 Orlando FL, 32837 17-1179 lb/34-M ILAL RESIDENCE -CARL HILAL -- 010 PECAN AVE SANFORD, FL - A01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 =— THIS DWG PREPARED FROM COMPUTER INPUT !LOADS A DIMFNSIONSI SUIUJITTFn RV TRUSS NFC 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6(A1) = 3X8 = 3X6(A1) - W_ W_ W_ L 17-0-0 I 17-0-0 34-0-0 Over 2 Supports -1 9-4-0 R=1354 1.1=149 W=7.625"-` U=149 W=7.625" RL=224/-224 wU_.••'L'••_ WI. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15 AT F-/5/-/-/R/- 11ARNINGI " WAD Alm FOLIA ALL NOTES ON THIS ORAWINOI •_/ 7 —_ '_ IMPORTANT'• RMISH THIS ORA81N0 TO ALL CONTRACTORS IKULOUN0 INE INSTALLERS. T L 20.0 PSF Tru,,.• r. ... ......... In Le.......9. roroup, .nlpp l,q. Inst.. 9 .ro .r.e lnq R•r.r to .ro re • . i{ i aro 1•u,c Blum Re51 lw nal q Ce.t. e e s•r•<Y InfOr.st ion, •r iw .ro nG) ror ..vary pr•eae•s p$ r • T 7 .0 PSF O perfor.ln [row funt[IOro Ins[.Iler. .roll Pr•ylm tespor.ry pr.<In P.r CSI Onlat, ro O<ror•, ep cror0 wl l row pr.rly •tt.cnee strue<ur.l .Ivtn l,q aro roue. erorO sna I rove . P'. ... ... .e • rlRle talln•. Lee.a•n, .Le.n ver P.r..n.n< Lt.ra r„ rant .f ••e..n.11 ..ye w.e„y ....... .e P.r ICA ,,L fL L 10.0 PSF 87 er 810. ., .pplle..l. o .e, r,ns posit ..neon /<R % • n APPIY PI.cH t •.cn f e/ t oro len • .spiv. .n0 / • IIII trocJa nt Qpu . „Ile., rote O<ror Rarer to analogs 180A -Z for --re pl. aon, e 0. 00MPIro. . eWblpn or I,. Wllelnp Calwne , Gre,p Iro. .nal roc ro rasponaaa ver ny'sey,al RO. s ••i'cC OR10P•• LL 0.0 PSF er.o np, .ny slur• a roue tro truss In erllsr.ss• aU ANSI/7 1 1. er ver roroliro, .n 1ppl on t •. .• ( SS+ONAI-N `OT. LD. 37.0 PSFANRWCOMPANYIroulI.a on A er.eln• of tri,,,•• Iy', A .1 .n tAl. r..ln8 N ..y.r MP Il.tlp Th. 1-...l III IeKM .t -1.n.. .f pre .l.n.l Ip 11IMrl f..pvI.ID111tY wlay for tM .1P Ysl, lir .0 lt•8111ty .n N..f till. er..11q for •rry .trustor. 1 , r..Pvla.11lty •f tro R.11 Irq D-19— P.r ANSI/Ml 1 S.e.2 OUR. FAC. 1.252,00l.toTnT ta.slDNlw uTrrewluull+ oI>alaD FL 2271 Per ore 7P1: . tpin.c.or•, a---••• t tP J••'• .novo! • p.•. — t -•• ”<«' Dou la Fleming Lic Number 66648 SPAC I NG 24.0'1aplrolt• a RCA: ---'y l FI.COAPO27A ALPINE c ICC lw..eeufp 7-5-1 Scale =.1875"/Ft. REF R408-- 21818 DATE 06/09/17 DRW HCUSR408 17160014 HC -ENG SCN/DF SEQN- 866906 FROM JB JREF- 1W11408_Z18 Iaro•t -im LAL NCJIUCIVt.0 -{.ANL 1711 -AL -- CPU rtL.AN AVt JANPUNU, hL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP 113 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42% high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 5X6 = 5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4 2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6(A1) _ 3X4 _ 3X6(A1) _ 9-4-0 6-71-1 15-0-0 I 4-0-0 I 15-0-0 I 1E 34-0-0 Over 2 Supports Irtu 41gf y R=1457 U=154 W=7.625" rr F U=154 W=7.625" RL=201/-201 Jv..• • ••.•• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 1.0 6 0 TY. F -/5/-/-/R/- Scale =.1875"/Ft. WAR]11NCI•• READ AND Faro• ALL NOM ON THIS DXMINGI IIPGWFANT•• FURN THIS MAPPING To ALL eMmAerMet INCLUDING THE INSTALLENS. T:W L 20.0 PSF REF R408-- 21819 r. 1r. eare e.r. I........ q. . e11 p 11(,.(17,. n....I1 or t oeltlon of sell Iw11e1n, eo o .nt s.ntr Inr1 .a1on. .y TPI .n. PPieA2 nr .na Pr.etle•.fP r • TCfL 7.0 PSF DATE 06/09/17top.rrer•,np che.e floret lone. In>c•Ilor, sIUII Prodi• too,,o"ry .rein, per SCSI Un 1•.. nitoe o nerd t.P Cbe >M 11 h.w props ly .tt.Clloe >tru t-11 •he•thln, .ne .otto. enoyl •M 11 ll.ve > Properly • [.e ATE t' a ( 2 1e Lee.tlen> .ne.n nr P...nent Lt.r.1 r. r•1nt of .e.• 1h•1I h... 1r.e,n, 1n,t•Ilee`per K olls'p n er p,D. .> .PPI1c.m• Apply P16— to 11th nee or tr ." 1-11um .> •no.n .•m,• .ne t`1In u"1 ,. nett etn•r.1,• N.rer to ,MGA`:dor •t. e.re Pla• P1,1t,en, X09 ; •. DL a . 10.0 PSF DRW HCUSR408 17160015 OI L5 G1t.11•. Qom.•• AlPlne •len •r In wl lmny eo er n . awF Int , a1 ne r.,Pe >1e1. ror .ny ae ,aloe ne. t 7 • OR,OQ.•P LL 0.0 PSF HC -ENG SCN/DF AN mveoMMNY e.In,..ny r.11uro c. Bulla tn• cru„ In ee.nr..neo .lt11 MSI/TPI 1, er for h -1,n,. >hlppin,, 1n,t.11.t1on A .ra,n, of tre„o+ OyOT. LD. 37.0 PSF SEQN- 866915 PPr.. A N.1 on "I. lllp .r ••V•f po.. 11-1.9 NI. or -1.9, IMI- --Ft— of p1 M.1•r1.1 ."Inoorllq r.—.,P--:11 ily r.. 1 a:a',o P, A161/T i`«Sre`i 171. " •f enl. r.•InN r r .IIy .tr.reulr. 1. O'11A- >d DUR. FAC. 1.25 FROM JB21GDLAaOraeR , SuNe I504ftllplp1111No:71=1y OdarAD,Ft 32827 FLCOAFen8 For •ore --tion .e• . Jet'• ,.n.r. WW•Ila <new .1e ALPINE s ..p-- -TF1 — t1pin- .r, VTCA: oe,. 1—try eo.. IBC: It.-I.Do72Rla Fleming LIc Number 66648 SPACING 24.0” JREF- 1W1 14O8_Z18 t1D/34-/HILAL KtSIULNCt -CARL HILAL -- 810 PECAN AVE SANFORD, FL - A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP d2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 : 5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC a 24" oc. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X6(A1) _ 1— — 3X4 =_ 3X6(A1) =_ 9-4-0 W_ W 1 13-0-0 1 8-0-0 1 13-0-0 1 I cc 34-0-0 Over 2 Supports y_ 311 I R=1354 U=406 W=7.625" T Q- U=406 W=7.625" RL=179/-179 A`, G•••_/yi 5-9-1 Design Crit: FBC2014Res/TPI-2007(STD) a' PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.Ot.06 0 TY. /-/5/-/-/R/- Scale =.1875"/Ft. MARNINGI•• READ AMD rOLIA ALL MOIFS W THIS DRA11MD1W. I~AMT•• FU11111; ells DIIA•IMc TD ALL aM AAcras IMCLMDIMc TME IMnALLERS Q I TC L 20.0 PSF REF R408-- 21820 Tru>«> raqulr• • cr•r uf• In M1erl«tl,q, n•ro u,q. •n 1pp l,q, In ull,,,p •ro er•e In• Rer.r a• •ne Ce.Pen•.t S•f•ty lnrer«tlm, eyTPI •ro M1CA) f•r soft.,Pratle.•L 7.0 PSF DATE 06/09/17 funCllon>. ll-t•l I.r• •rol I Prp,l•• teepor•ry erecln• p•r IBM. Lll, « rot•° o «r Pas °ll •" "' :t°re »Or'.n,•`.o""° "r"c`"r•' u'•"„,q B, .1 -d `°e'° 'n•11 "•”` " I.....ya`po' ' 01 ATE . DL 10.0 PSF DRW HCUsa408 17160016rplA0. LOC r pe,- 1•t•r•1 r f «>.•11 N« Or•cl ec[l.n• .] •T Or •lo. •• •pplle•el•. Apply pl•t« co «cn r•CO Of V > •ro po•Ic Ion •• •n••n •..r• •ro 1116, ` O p tro AI.t D.t.I I•. «• «t« etn.r.I« ••f.r t..r.a p. 1eDA.] rer •t•ro•re pl•c• p«I—. '9 . • LL 0.0 PSF HC -ENG SCN/DFpDMpI«. . Olvluen of 17• pullelnp CaRon.n . Weq Iro. >n•u rot e. •epee• fer •ny M I•t en tr« O. `OR •••• clop. •ny puure co Dul Be tro truff I. canlor«ro• •Ito AMSI/Till 1, or for Mrol lr,p •nlppinp, `•.•. ' ` ••• OT . LD . 37.0 PSF SEQN- 866912AN111NCOMMNYln•ull• alny r er• t or tr"»« •.•. A •«I en till• orcein• or a peDe Iletlll• Nl• •r••InD. In•Icet.e •cepten« of pr•t••e1ero1 erlpin«r1 / 1 reepern lel lit; «l•ly for the —Ip •Ilse. TA• «1t.elllty oro w of till. or—B., for eery etnstur• 1 , D {. 24ODIdtOn1¢e D1,Supe ISO r... ...... , or tet Ak111•In• D«l0l•r per ANSI/TPI 1 5-2. 1M11a1WtU DUR. FAC. 1.25 FROM JB olLvdp.Fi 17817 per `r.'« I"f MI•«,• gone— ' p• oro t. . e COAi#0279 ALilIME: w •.P.—.- . Till: ••. [pl— -9: VTCB• .• op", lrouetry : ICD so— FL• • E)w la FlemingLic Number 66648 SPACING 24.0" JREF- 1W1 1408 Z18 06/09n(m H,I'rJv-/nIL.IAL KCJILIC1111.1C -<.AKL KIL.AL -- 81V r'LL.AN AVL ANFUKV, FL - A04 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP X91 Dense Webs 2x4 SP N3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. In lieu of structural panels use purlins to brace all flat TC ® 24" oc. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6 = 2X4 III 5X6 = 3X6(A1) = 3X8 3X6(A1) 9-4-0 1, 11-0-0 I 12-0-0 I 11-0-0 fE 34-0-0 Over 2 Supports R=1357 U=407 W=7.625" 1 F/T U=407 W=7.625" RL=157/-157 Ov.•`••• . ••'•'' Y Design Crit: FBC2014Res/TPI-2007(STD) ' V S•. PLT TYP. Wave FT/RT=O% O% /0 0 15. 0 TY. /-/5/-/-/R/- Scale =.1875"/Ft. WARNINGI'• MIDREAND FOLIA ALL N"M ON THIS ORAWINGI • IWMAW" FUM.;;THIS DRAWING TO LLL CONTRACTORS INCLUDING THE INSTALLERS. TC L 20.0 PSF REF R408-- 21821 rb Ir• .... ...... In I...... IIq. IUMIIIIy, •nlp lnp. In•t.11lnp •n0 ° •C I,q: R•rar to — r • r •GSI (@.rlelnp Ca.perl• t S.r•ty Inr«.a len. ey TPI .a0 WTu)`rer ray pr.<tlew • ' L 7.0 PSF DATE 06/09/17operfor•I,p 6 functlen•. 1-11... SII. 11 Pre te.per•ry er•elnp p.r SCSI. lin Igt•O --ww • tp mord •n•11 — proporly .tt.on.• .trmt r•1 rn•.tn11q .n0 eocco• -ore sn•II luw • prop.rly .0 r1p10 cel llnp. L«.clans •IIo•n rer perunental.Nr•1 rptr.lnt or ww — Mw .r•clnp IM[•— p•r an. •, •1 .r .,D. •..ppl le•.1. •t•. t• pan f•<• er trw .w ' 0%. A DL 10.0 PSF DRW HCUSR408 17160017 nIIIII II)) Apply p posltlon .. •ne.l..mw .na L'1 ALPOO tA.p, . Da•lls. enlp• net•O other• R.r•r to OrsUq• ISOA.E r« ....... pl.t. po.ltl 7 • //// OPpR LL 0.0 PSF HC -ENG SCN/DFAIpIM. • Olvlslan or I7• @ul1011lp Ce.pell.nt• Group Ins. WI1 c m r•spen•lel. for my e•rl.tlen Ira to sy_ O ••' COR` •• AN RW COMiMNY 1— Or no.t my r re to wand tm truss In —ror nco .IN ANSI/T 1 1. or rer — ng. Nlpplp. 1 4i ••" O •••••• G OT.LD. 37.0 PSF SEQN- 866933Aswl —."1. «••III@ « e.a•r MF IH.<In• NI• •nl 1.9. IMluw . pt •r pr•r•.•Il.rl glnprlry ,y S{,r/oAl 1 G pl.ly r« sM. M11•I •Ilswl. it. 1. 0-1l My •IIs •.• •r NI. --11A r« my •tfretllr. 1. // 4- rr 4 24OOLake OMWDr. S•H¢ISD •..p.l.l°"'<y •r tp. `"'°'^@ D..Igmr p« ANSI/TPI 1 Sp 2. "W DUR. FAC. 1.25 FROM JBwuhuwl1"° or FL o. ODA 10 e`" -1-11mPI ... t`I. rg.""`• I ""'.p°"n°`n"" SPACING 24.0" JREF- 1W114O8_Z18cT.mAro:1s AL.IME: ••..IpII•rlt.. : TPI pinst p. Wru IIIOII.t.r : I«.:.. ..f.[I la FlemingLic Number: 66648 06/n9nn 17 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD. FL - AOS) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC f 24" oc. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6 = 3X6(A1) - - — 3X8 = '"" — 3X6(A1) - W W_ L 9-0-0 _I 16-0-0 I 9-0-0 I I le 34-0-0 Over 2 Supports 3PI 4-1-1 9-4-0 R=1354 U=409 W=7.625" 4 U=409 W=7.625" RL=133/-133 IO ppp. V S.`••• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=096 096 /0 0 15. QTY. /-/5/-/-/R/- Scale =.1875"/Ft. ARNINGI•• "AND FOLLM ALL MOTES DI THIS dU/INGI IIDOIErANr•• FUMN ISH THIS DRAnNG TO ALL CONrMAcran INCLUDING THE INSTALLERS. a Tl. L 20 . 0 PSF REF R408-- 21822 iru..e. rb Ire e•crwo e•re .n ber.wt . n.nel l,p, •nlppin0. 1nu•I u_ •er•e lnp .•f•r ce •,.e r * 1{t7li• LorSol (•umm p Coepar.•nan• 1•te•c 1e1en sntr Inrw.•uen, er TPI • Ru) rot r y pr.euee. 7.0 PSF DATE 06/09/17 r, e p•r tore lnD aMY 1unct1— In....... •Iu 11 Prov.— t•Rer•ry .ro—p p•r •CSI Unls.> roc•a etMre cep cnor0 .n•11 h— properly •t[•CMtI •[iurtur•1 I.•vo .Iw•anl otto. a re .1..1• r p` eell,np. Loe•clon• .n..n for perun.ne 1•tsr•I re.[nrp•1ntne so•f .op. •1u 11 n.w er•e,rq `pe p ATE . DL 10.0 PSF DRW HCUSR408 17160018 donop0 lone •]. 07 or 010 N M - b. App1r p—.. . .•e. Oe. or crm — I-.1— s .neon •ppve •na e,na re.•• Rerer to ere 1 ,GGA. a.nenp> 1 for • •re pbu pe>luen> OA LL 0.0 PSF HC SCN/DF AN IrW COMMNY myAlpine. • 1. 1"r or ITN Gu 11e1np Ce pen•nc. Group Ins. •nAU roc d r•>p r.•Ie 1e ter .ny e•v1•cl•n tree [nInp. •ny f•Ilur• to f tr tn. truss .n cenfore•1.ee •Itn ANSI/TPI ,. er ter MM11,.p. >n1pp1 1n.t.11•tlon G er•elnp er cru••m. " p G C p y /^` ' ^ ( 9j oo••. .opG ENG A OT. LD. y,/ yI 37.0 PSF SE N - 866939 24001dG013WDr SuR W w., on "l. or..Inp or p...r pa- 11. lny MI• Rr..ln@. IMle.t...te.p"noo or pmf.e.l~ •rglnrrl.9 re•p—.b I my ..I•ly hr — —10. •Nwn. TIr —1-bi I icy .np n•• of -1..r..1.0 fpr pry .tr.ituf• I• rope, 1611Itr or t 8M.141ap bmlg r per ANSI/TP1 , See.]. O N DUR. FAC. 1.25FROM JB Odn& FL 72837 A10279ALPINE: FLCO o aF•r I.I.—Ion—Ion.e• tole jo . p•nar•I new Popo •m ww .•e w.•IpineRe te.. TPI: —pl...erp:.TGA ..•.•.eU..n.try to.: lee: 1:.-- 9ouplap Fleming Llc Number: 66648 SPAC I NG 24.0" JREF- 1W11408 Z18 n6monn 17 Ip.o't-/AILAL KL:JIULIYL,C -L,AKL nPLAL -- DIV YC6AN AVG ZoANrUKU, rL - A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP N2 Dense Webs 2x4 SP A3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6 = 3X6 H0510 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. a) Continuous lateral restraint equally spaced on member. H1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. 6X6 3X4 (A1) = 2X4 III ' _ - 4X4 = 3X4 = = 3X4 (A1) _ 1t=aQE 17-4-0 I _ 7-0-0 I _ R=1021 U=313 W=7.625" 20-0-0 34-0-0 Over 3 Supports R=3403 U=975 W=7.625" 16-8-0 -1 14_Q 7-0-0 I U=276 W=7.625" 9-4-0 Design Crit: FBC2014Res/TPI-2007(STD) o` ' • PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /0 0 15.1.Of 06 .0 A /-/5/-/-/R/- Scale =.1875"/Ft. WARA1INGI•• READ Atm "UN ALL NOTES ON THIS DWAWINGI \1.1 LF 11.011.011sol6p IOCRTANr•• 1`1101211911 THIS DRAWING TO UDALLeaNttucraNsINCLINe THE INSTALLERS TC LL 20.0 PSF REF R408-- 21823 Trusses rasa... .. trey core In f•Orlutlnp. ..-.,.a. snlpylnp, n t.11lnp .ro s o<I,g Refor co oro f j tro last wltlen r KSI (11....l,lp C.., ent S.r.<y Inrorotle., uy'TPI .M WTCA)`.er .f.ty pr.c<Im x: • L 7.0 PSF DATE 06/09/17 e perrerelnp tne,e r.nctlonf Initell.rf -r. pr.vl.e teoporery eroelnp per NCSI Unlef. roteo e<ner.,ae • teplarora ,.. 11 Mve preporly •<Q<M. ,tract rel .ne Ml no: M roto• cror. •MII Nve . preps, ly . Cec :;ATEtelllnpLee.tlen. ,n..n fer ,o,00 entI.terol'r.f<r Intof ,e., s s Mv. e<KI In,t.11e.per •DL 10.0 PSF DRW HCUSR408 17160019 ons N]. ) er N/0. •, •pplluele Apply P..te, to o•cn race or truss oro psf lc non .s sown •rove ero • O eMJe lnc Doulb, mleso rot et Mre l.e Rorer to .ro•Inps ISDA•2 for suro.r. plot. p.sl<len, 9QLPOAIP,M. • .IVlsl.n of I„ NubOI . w Iro .n.l l net .e •• `OP•• LL 0.0 PSF HC -ENG SCN/DF ta% 1n resyon,lele rer .ny .. Ltlen rre. to , Off. •• OR ••' N 1„p, •ny fellure to WI1. tM truff In canforunca •Ito ANSI/TPI 1, or for n•rollnp Mlppl,lp. • AN ITW COMPANY &n,<•l l•tlen A .,•slop of tr,..f.. ii 4'ss ••se••• N OT. L.D. 37.0 PSF SEQN- 866949 A se•1 en erl• •rs•Irg or a.yr p.•e listing NI• •rsoln•, Iflslest•s scrspt•nss or prYfesslsnsl slgln l I reepen•I•I lit; .H.ly fsr w 0 101 N T11. wlt••I I my al. 1,.. of N1. •rsing ft, eny .t.,mr. 1: ° 4 DUR . FAC. 1.25 FROM JB2400LaeOrangeDo, Sunt 150 res ollslNlllty of tro Null•lnp Dsslolsr pr ANSI/TPI T Se 2. 'ONp1. w1a OrbrAO.FL )28)7 For wre Inror..cl.n ... t... los . p•Mr•1 ro es pope •n. tro•e .ee .Itef. 1:11:i1JUTA FL COA 10278 1 ALPINE:_— ..pl—l— - TPl ee•.tpin.t erp. NTCA ..: ne.I-..try — lee ... Fleming Lic Number: 66648 SPAC I NG 24.0" JREF- 1W1 1408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T3, T4 2x4 SP #2 Dense: Bot chord 2x8 SP SS :B2 2x4 SP #1 Dense: B3 2x4 SP #2 Dense: Webs 2x4 SP #3 :W1, W2 2x4 SP #2 Dense: Lt Wedge 2x6 SP #2: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Brg blocks:0.128"0", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 4.667' 1 12" 6 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. Negative reaction(s) of -3062# MAX. (See below) from a non -wind load case requires uplift connection. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of structural panels use purlins to brace all flat TC a 24" OC. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 plf at -1.33 to 55 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 11.94 TC- From 55 plf at 11.94 to 55 plf at 19.00 TC- From 55 plf at 19.00 to 55 plf at 23.00 TC- From 55 plf at 23.00 to 55 plf at 35.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 12.85 BC- From 20 plf at 12.85 to 20 plf at 23.00 BC- From 20 plf at 23.00 to 20 plf at 34.00 BC- From 4 plf at 34.00 to 4 plf at 35.33 TC- 330.37 Ib Conc. Load at 7.04 TC- 167.65 Ib Conc. Load at 9.09,11.09 BC- 403.74 Ib Conc. Load at 7.04 BC- 125.67 Ib Conc. Load at 9.09,11.09 BC- 1954.12 Ib Conc. Load at 11.94 Wind loads and reactions based on MWFRS. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 H0912 a 3X10 = 5X6 T '- 2X4 4X12 III r 71C1 5 WW2 9-4-0 132 133 5X6(A9R) SS0312 0// 5X8 = H0912 3X4 = 6X8 = 3X6(A1) 4-8-0 SIF 29-4-0 I_ 7-0-0 I 12-0-0 1 4-0-0 I 11-0-0 I fE 34-0-0 Over 3 Supports 147i R=-656 PLF Rw=138 PLF U=0 PLF PLF UPLIFT W=4 -8-0S 2 U=424 W=7.625" R=7118 U=1820 W=7.625" .004= 1F 5/-/-/R/- Scale =.1875"/Ft. L 20.0 PSF REF R408-- 21824 o :: NATE OF DL p cFo'CORkOP•.•' LL OT. LID. AtYnW'a OUR . FAC Fl=ing Lic Number: 66648 SPACING 06/09/2017 7.0 PSF DATE 06/09/17 10.0 PSF DRW HCUSR408 17160020 0.0 PSF HC -ENG SCN/DF 37.0 PSF SEQN- 867095 1.25 FROM JB 24.0" JREF- 1W11408_Z18 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT/RT=O% O% /0 0 15. CARNI W.I•READ AND FOLLOR ALL NDTES ON THIS DRARINGI IOORTANr•• FURNISH• THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. iTrw••• r>•ulr• • e•• •r• n h.r le.u,q. mn.11np. •n PPi, , in 1116 q .m a •[1np. Rehr t •n. toUelnphto•t mltlen •fr CSlcfWu Co•Perwn< S. racy Inforoc.on..y 7 I •ne WTCA)r hr urety Pr•[t1 o p•rfor•1np t11••• fund lone. In•c•11•r• W11 or -IM t••yor•ry a e1,p p•r SCSI. Unless no •tMr. tep <nor. •n•11 n w ProP•rly •It-- . 1 •m•tnlnR •ro mtt.. cmre w11 m • Pr•p•rly Hp1. m111np. rH[r•1nt of w.. >n.11 Mw .rK ,nG 1mta 11e.`par . Q or1110. P.f.a11[u1N•r• e tJem 1], p b WIO. •• •pp a t•p b. Apply Pt•t•.1t. •see f•[• If aru>• •m pe>R1on .• •1nw1 •lova .m t1r Je1nc D.uII•. ,n 1•» rot•. stmr•1 w. Rehr t..r•.InW 1.0A.1 rw •c•sa•ra p1•u Is•1t1om. Alpin•. • Olvlsl.n .r ITW 11-1-0 Co Ilo1 t> Grw Ine 111.11 rot m r•>pon>1.1• f•r •ny a«ICL len fro rslp. •ey hllur• is WII. tm tru>• In eenfsrpne. Gen ANSI/T I 1. or for Mm11n0. L1lppinp, AN IrW COMPANY In>t•11•c lon • arse lnp oI crus•••. A w.l .n .."j. a,- Uq I p•P 11.tln0 -1. Wr 1.0, IMI.- ooc pt.r1.• of pfof.-1-1 .01-1.r..P•n.lol l I[y ml.ly fir.r CM - ._IP .1161. Th. l lty - w f NI. or -0.0 for •try .[rtttYr. I. 2JOD LOLL Crap DI., $UIIC ISD r.•llool 111ty .f w Mull.lnW d.1P.•r par ANSI/W1 t Soo.l. Odmdo.FL 32837 F. •ore Infer.•tlon • 1. Jm•. 9en•r•1 • "go •n. t .ee III. FL COA 10278 At IIIE: m •1P1n•1t• co.. TPI: w tp...... rp. WTCA: •- -.-,try t ICC 1<e••h fpJQ 5/-/-/R/- Scale =.1875"/Ft. L 20.0 PSF REF R408-- 21824 o :: NATE OF DL p cFo'CORkOP•.•' LL OT. LID. AtYnW'a OUR . FAC Fl=ing Lic Number: 66648 SPACING 06/09/2017 7.0 PSF DATE 06/09/17 10.0 PSF DRW HCUSR408 17160020 0.0 PSF HC -ENG SCN/DF 37.0 PSF SEQN- 867095 1.25 FROM JB 24.0" JREF- 1W11408_Z18 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD. FL - B01) Value Set: 13B (Effective 6/1/2013 Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 04 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) __ ono = 2X4(A1) _ 9-4-0 1_ 11-0-0 1 11-0-0 1 frz 22-0-0 Over 2 Supports R=906 U=106 W=7.625" G, AS F r4rj4RL=131/-137 R=823 U=86 VO,`•'• 1•`•J•`• . • 1••••' H=H1 S Design Crit: FBC2014Res/TPI-2007(STD) v • PLT TYP. Wave FT/RT=O% 096 /0 0 15 1.04.06 .0 T ! 5/-/-/R/- Scale =.3125"/Ft. WARNING) READ AND FOLLOj ALL NOTES ON THIS ORANIMII • IOORTANT•• FMI; THIS DAANING TO ALL CONTRACTORS INaUDINO TX[ INSTALLERS = TLl LL 20.0 PSF REF R408-- 21825 Tru rpulre a Vr e.r. In r.... Gtlnp, n.wllip. or.M. . In•ta111n9 enc D •clop. Rot., to ew • tn. I: „t wltlw :, jcil a., Cltmllalnpcool.,°„[ s.r.ty Inrerostlw by TPI ew NTCA>`re, ..tety prootic.. O perfs,.lnp tn.w Iunet loot l=telle,• • preulw [°e e.ry sreclnp par RCS) Vol«° note° O[Mref,e • tap ceere .)NII naw p,e rsy ect.cnee •truea:rN one to lno ane eottw °rota soca )low . pr to • 1tRb • DL 7.0 PSF DATE 06/09/17 rip le to -8- 31". Lw.11- „Non ret p.,..wnt l.t.r.l',« rolnt or ww fM11 Mw W.elnp , • lee per • ew RT e, j,0, ., eppllb.I• Apply DL 10.0 PSF DRW HCUSR408 17160038 ALM plot*, to to fool or tru, ew pe,ltlwATE •. tM`1.Int atne,.l.° *.or to aro:. ,60A.: rer aene°re pial p«Iden, 9 • ^ LL 0.0 PSF HC SCN/DFI Alpin.. . mvlaen er In w clop CYtpawn . c,gp I .M 11 mt ae r«pnl,lel. rx .ny a«Lt.w rrw t w°•.Q`O i••• ar«lop, eny bllure to Woe tw cru,• In cwt°rome .Rn ANSI/TPI 1 or for owunp. on,pelnp. " OA 1. OI ENG AN .1111 COMPANY i'^ V TOT. LD. 37 .0 PSF EQN- 867067 Ane.ollglrlg• •resin] reeve, peps slating ,,I• •r.elnp. IMIe.t« sccspt.w. of p,ef«elw•1 .npinwrllq • J' 2JODL6leQzngeR..Sune150 r..p.ulplllty eelely for sir OOl0. Nlwn. TNI. —Mobility one u.. er till. •rol.p ter ..y .tNeturo le I r•"'• y np jolt per ANs1mI ,see z H,n- INIIIt er w ulllel Dell NA OfwrFnllwwT 1 DUR. FAC. 1.25 FROM JB all•,a6.rL 32 76FL00279 er lora Int°`..`len ,.° I. Job', pr.l "° ' .w tn.,°'°° .1 «: laa,.r. ALp1NE• --- .Ip,wlt-•ee-e, T 1 ;,Instwp. .n...: cA.,°e,wpaw„atry.°w: ICC loss.Dou la Fleming Lic Number: 66648 PAC I NG 24.0" JREF- 1W11408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - B Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP f2 Dense Webs 2x4 SP f3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC ® 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS nMNl POPPAOFn COnu rnNOIITFD INom nnnne A nlurue,nue, c—u—n .v Tollee urn 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6 m 4X4 2X4(A1) _ DAO ZX4(A1) 1,1-4-2, 9-0-0 l 4-0-0 I 9-0-0 l ie 22-0-0 Over 2 Supports R=906 U-140 W=7.625" S I+9 I'll R=823 U=119 RL=109/-116 6 __..n. ._ alYA H=H1 9-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) v - 1 _c • FT/RT=O% O% /0 0 15 1.CA. 06 .0 T O X /-/5/-/-/R/- Scale =.3125"/Ft. tARNINGI'• READ AND MAN ALL 1WU GN THIS DUSINGI070 IMPORrANT•• FUIIMISH THIS MUMINO 70 ALL CONI1ACTM INCLUDING THE INSTALLERS. LL 20.0 PSF REF 8408-- 21826 Or MCS: (w umn. Cb. tS•fety Inrur.•t.m. Cy TPI •m Ru) fur ,.ray pr•euco, r I pr.rla t.yor•ry •rain. mr OCSI Ibl•„ net.• —r,=t• • tap ellxa ,NII n•w properly •ttal..• .truetuI ,N•tnlly •m met•. mora •n.`I'•1 Nwl 'opo:;y."t f P 147AT C=DL 7.0 PSFr.mwm. DATE 06/09/17 r•la it nM m.elm, ,n•.n ror . .r• p.rNnmt I•w ra, ,Inc •r .awaw.ron u•L, n n no.., App Q8 DL 10.0 PSF DRW HCUSR408 17160021 d O ppua.el.. r w.o. ator. aa•nn ra. a r pwlum ., ula.n .mw .N • 4 •• tN Aelnt Detal.. . IOf, na.e •tNra... ....r t• ., ,EGA.: rar a.n..re pia. m,luoN. 9 • •••• LL 0.0 PSF HC SCN/DFAlpine. • OlTl,lm or 11111 11 a q CO•pswn G /I `O•••• G-0 DO ,II.11 mt m ror fra [nr••pen11D 10 •ny •eTla lm blp. •ny f•I lure <u mu0 tN tr... In e•nror.•mo .I til ANSI/IPI 1, or ror Nmn„p, Vllppinp, OF ENG AN IrwCOMAWY t.11.t.an A er.alnp •r tr ,..,. F ••....... TOT. LD. 37.0 PSF SEQN- 867029 A m.l an tw1• •r•.Ilp .r e.0•r p•0. II•<In• VII• •rwllp, O•le.w •ea.Pt•ne..t l.rO•ny if oov.r i'i. 1.111[y S Z 200 Lde ONIbe R , Suue ISO r.•p•m ml•ly ror [n• •Ip •II•wl. lir wl wl l It n• II•• .f Nb trsl r.•pvl•I.11Itr sr ul. wl1•in• D•.Iol•r P.r ANSImI , Sm.2. ,H AL DUR . FAC. 1.25 FROM JB Olixldo.FL 32937 FL COA 10 278 Fer mr• lnfar.•tlm ... -1. bb'. 9—N m ' p•p• .m ` w .ee . bEpIWWp1 ALPINE -pi—t. cob, 7PI w tpl—t-9, MICA. w•.•m,neu.try lc . ICC: w . Dou la Flemin Lic Number 66648 SPACING 24. 0" JREF- 1W1 1408 Z18 06/09/2017 l0/34-/HILAL RE5IDENCE -CARL HILAL -- 810 PECAN AVE SANFORD. FL - B03) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP p2 Dense Bot chord 2x4 SP H2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC a 24" oc. THIS DWG PRFPARFn FROM MUNITFR INPIn llnAnal A nINFNCInNCI UIRNITTFn RV TDUCC NF• 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT 11, EXP C, wind TC DL=4 2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS J) Hanger Support Required, by others 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X8 - 2X4 III 4X8 3X6(A1) _ 3A0 kA 1 ) I, 7-0-0 _- 8-0-0 I 7-0-0 I IE 22-0-0 Over 2 Supports ` AR=1703 U=511 W=7.625" S F, / 4, V* R=1619 U=467 l_•..0_ zvsk H=H1 Design Crit: FBC2014Res/TPI-2007(STD) ' " - V _c • PLT TYP. Wave FT/RT=096 096 /0(0) 15 1.09.06 .0 T •1 5/-/-/R/- WARNIW,EAD ANDFKAM ALL NOTES ON THIS MRINGI •V70 IMPORTANT" FURNISH THIS OMNING TO ALL tDM ILCT0A3 INCLUDING TIE INSTULERs ; TCJ LL 20.0 PSF 7rmW r•Dalra a.tr•t• e•r• In f•Drle•[Inp Mrolln•, •nlppinp. Inst•II I,q 1ro Dr•elnp R•/•r t. fro • tM salt m or OFSI tauOlnp C•Ronent star Inforut,m. Dy TPI •ro Mrot ,•4ry Pr1ea ea••irl • Ip C=DL 7 PSFTPI e petro tMw runeclen•. lmuu•r• • provlM to or•ry PerCA WW1 U.l no ror • • te9 enar0 WI1 L prperly •tuc •tr«cu I.. •....... •ro roaca ror0 .NII Mw • Prep•rly :t. ; • L«•clans t•MI DL 0 r,p,e celllnp. unw, rot p.r.•Wa 1•[er.l re r•In[ orpa I Nve .rlt llq Ima•Ilae p•r 4i alert p.N10. ., •pp....... Apply pl•aa to en r• or Deta 1,. l •, roam aaMra,.. R.r.r tP •r 91 160A.: tar ,a.ro.re pl.a. peatlenl '9 LL 10.0 PSF 0.0 PSFA.,.— C..pelrl.lon of In W,lelp vanc• G,e Iro W rot m r.pm,mle rot _yswot!« rte. a O•e• OR` P•.• r I la tM trm• In ANSI/7 I ,, AN RW COMP ANT e...rore•ne• -h lrotorMrol1.9.•n lPpinO, , • e• ••.•••. IMe•'1"i•tl:nn era „q P SII TOT. LD. 37.0 PSF A WI M Vll. •r.•Iry N —, p.0. 11.tllq M. •rwln•• Irole.tw .«.pt rlee of pr.f...1.M1 .p ln..rlq s4s.--ONAIE24o0Idle01TI1leDrSu%eI30 r..psnl•1I Itr ..l.ly hr t11. 0 161 Y1.•l. 7D. —1t l Icy .11e m. of NI. •,.ally rel •,q ans — I. r..peMlelllty of w Wilding A.lq pal ANSI/Wl , 5•D.:. DUR. FAC. 1.25 Od3ndo FL 32827 rLCOA10279 For .ore lnr11Y 0n W ,.,eD•. •.,l•r1l • p•pe • t W , UTIIarWulp ALPINE: --- •Iplrolt• e : TPI: e-- apin .er•. FIFA: --e.Dal,dn•'y t la: --- [)ou to FlemingLic Number: 66648 SPAC I NG 24.0" 06/09/2017 3-3-1 Scale =.3125"/Ft, REF R408-- 21827 DATE 06/09/17 DRW HCUSR408 17160022 HC -ENG SCN/DF SEQN- 867032 FROM JB JREF- 1W11408_Z18 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - B04) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Bot chord 2x4 SP #2 Dense :B2 2x4 SP q1 Dense: Webs 2x4 SP d3 :W2, W10 2x4 SP 82 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Our Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 54 plf at 0.00 to 54 plf at 14.62 TC- From 54 plf at 14.62 to 54 plf at 22.00 BC- From 20 plf at 0.00 to 20 plf at 7.24 BC- From 20 plf at 7.24 to 20 plf at 22.00 TC- 115.89 Ib Conc. Load at 0.04,21.96 TC- 118.26 Ib Conc. Load at 3.09,18.91 TC- 193.34 Ib Conc. Load at 5 09,16.91 TC- 268.46 Ib Conc. Load at 7.09, 9.09,11.00,12 91 14.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 5X6 4X6(R) III 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o c. Bot Chord- 1 Row @12.00" o.c. Webs : 1 Row 0 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Max JT VERT DEFL: LL: 0.46" DL: 0.59". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.46" due to live load and 0.59" due to dead load at X = 8-10-2. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 5X6 4X6(R) III 5X6 = 3X6 III 3X6 III 22-0-0 Over 2 Supports 8-0-0 R=1913 U=699 W=7.625" F& -,, R=1913 U=699 W=7 625" Y Design Crit: FBC2014Res/TPI-2007(STD) Q ••` S•••' PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /0(0) 15. 1.01.06 0 TY. /-/5/-/-/R/- Scale =.375"/Ft. WARNINGI•• READ AND FOLIA ALL NOTES ON THIS DRWIN01 4T i INPpRANT•• FURNISH THIS DRANINO TO ALL CDNMCTOR4 INCLUDING THE INSTALLERS g TC L 20.0 PSF REF R408-- 21828 Tru»e> require o cre a C-1- ,n f.Drlc•Clrep he -h.. ,nlPPln•, In>t.11lnR .M D .C,nR Refer to .no f • * • DATE 06/09/17theI.re>< "It- of &CSI (NellelnD Ca,penent Safety Inf-b- by TPI ane NTCA)`fer ,.rety pr.et,eo, ; L 7 . D PSF to 7 par roreln• 1 h ru,Kclon, In,tell•rs t-41- provlee te.- be teee, nD per DCS( unless ne[ee o nor>, • coP mora M.II n w properly .et.Cn•O >[ruecur.l 1no.tn l,q .ro Detce• more ,NII Nve • proporly • [•e • rl•le «ll,n, L«.t,on, eheeh rer per.•nent Set, re,er. of eebe n•11 re..e er.eln. ,n,t.l ee`per eo ; ATE . fDL 10.0 PSF DRW HCUSR408 17160023 0 > eeuem s2. eT er no. •> . pPlltt%. Apply plae,lte e.ere ne. [r r,. .ne pe>Itelon .> ,ree. nt a .m i1 O the Joint ata ne<ep otMra,e. Rorer <e er ,9, 160Ad fornf hoer. pl.<e pe,I[Imf• _l • ,QQ`' LL 0.0 PSF HC -ENG SCN/DFAlplno, • elf'slore of IT. •u Uelnp Coige,l•n > croup Ino. sn.0 no r•,pena elo r any a ,on free to s D 1 ••• OR •• r••In•, any ICL lura t W,Ib tree cru„ In eenfsr••neo •,en ANS.API 1. or rer ne-n. .-M-9 •% Z 1 ` •• AN ITW COMPANY Insra lac ion 6 orae' eer <ru>,e, I •... .••• n• .y ss N OT. LD. 37.0 PSF SEQN- 867110 A M•I .n tJll• •r•.I.V er t...r P•R• II•t llq The dr-1.9,II IIMIe•te• .ee•pt•ne. of Prof.••1•II.1 uc-re I`• 0r••Pen.IDlllty wl•ly far tA. •Ip Yle•n. lir ,ultglllty •M uv sf till• •r••Ip for •Iry •trtttYr• I• -I/ A 2400LALe OI2W DT.Sw1C W r•.p„I•Ill y of the Rel•eing D•,lo,•r par ARSI/WI I S•C.2 'Y/ T a OUR . FAC. 1.25 FROM JB OrLtldo, FL 32827thbee FL COA 60278 ALPINE For b ,refer..tla.... „ dee ..•„er. .,be" .ne .ee reDou la Fleming Lic Number: 66648Ip,n. TPI. , w• apin.t or•, nCpICC. Delre.e,try.ee.. ... SPAC I NG 24.0 " J REF - 1 W1 1 408 Z 1 8 immonn 17 lb/34-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - B Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 - THIP nWr DDCDADCII CD/W ,`,1HDIITCD INDIIT 1-- a elle... TTrn ev Te urn 140 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4(A1) = - - — 2X4(A1) a 4O 1 4 'I 1— 11-0-0 I 11-0-0 I RE 22-0-0 Over 2 Supports -1 8-0-0 R=903 U=271 W=7.625" S F& 4% R-903 U=271 W=7.625" RL=150/-150 O G,.. • •.••Y/j. Design Crit: FBC2014Res/TPI-2007(STD) • $•. PLT TYP. Wave FT/RT=096(096)/0 0 15 .1.01.06 0 TY. /-/5/-/-/R/- Scale =.3125"/Ft. NAMING 1• I T AND rOUDN ALL .orfs a 7NHS INAYINGI • 411IR nANT•• FDANHSN THIS DAANHII0 To ALL CONTRACTORS INCLUDING TIRE INSTALLERS. L TC L 20.0 PSF REF R408-- 21829 g«eo«oI°<. neem` ror..a. rneena.,. a1l utI r.« oe«,.. o.. arruP.•«er. CenSp.teIl.... tlntH. er neP.ara.<. nr . nat ,erqa r.,, .,n of. Cee. na l nMw ener..e< IR. n. nr. o,t: .. iooeu tt« Rubp CIII c Sr., TPI M/TG) I% ... .....cnPto.. e<: r L 7.0 PSF DATE 06/09/17v".« t.r... D «1., .CSITell DL 10.0 PSF DRW HCUSR408 1716002 4 Hq 117 r 810 ...PPI Ie.DL. ApyIY Plete, to e.<n 1`111 e1` J. d O ono .— Da..., «t.. 1. 9C- 7. Refs to .1`.a 11 ISM -2 ror,.t.Mer. pl.<. pe,la«., •. ' ` OQ.•' LL 0.0 PSF HC -ENG SCN/DFap. n. ..I.... « or HTV M..Ia .nT «vlaa« Toa cn i4 O •• OR .• ar..I np. enr 1`a .oro to Culla cn•r., s neeenrwr..i.ce aen ANSI/7 lel, or ilo'r ln.n.l n0, .n 1ppl,p TL4. • . AN TTWCOMAkW I..t.11.<Ien A Dr«Ing s e1`..... iyFs '•••••'' OT. LD. 37.0 PSF SEQN- 866992 creel M "is drawing or Cover page Ilatlne NIe .rslllg. IMIG eeesp— of prer—le,Wl englnearlrp ,IL- IONA eepenaDl l lti esla• fer n.. rlgn Nle l TRI. —1-b1I Ity .n. — .r-1..r—ln@ f.1` ••s .tr.stura I. -•f DUR . FAC . 1.25 FROM JB2400IAeOm18eDr, 8we 130 r..pen.lsllltY of - WI ding o..l;: par ANSI/TPI ) S«.2. OdW,do.F1. 32837 F.r aere Inrere.tlen ... I. ,« g.n.r. a pegs .M t o Cee .Rte.: SPACING 24.0 " J RE F — 1 W1 1 408- 2X4(Al) Z 1 8R. COA 10276 At INE: e1PI"i—cee: TPI . tp— a,g. WMA v:. IW<IMI..t- Ice ... I«..re Qla Fleming Lic Number: 66648 _ 1,/J4-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - B06) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP k2 Dense Webs 2x4 SP S3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = THIS DWG PREPARED FRDN CDNPIITFR INPIIT /1 nAnS x nINFNCInNC) IIIRNITTFn RV TDiKC UCD 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 2X4(A1) = — 2X4(A1) _ ll. -4-0 I 1,1-4-2. I L 9-0-0 I 4-0-0 I 9-0-0 I rz 22-0-0 Over 2 Supports nuroyn i R=903 U=273 W=7.625" G S F4j4 R=903 U=273 W=7.625" RL=128/-128 ,.\1\7_..•••._'r//w Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 1.01.06 0 TY. /-/5/-/-/R/- Scale =.3125"/Ft. WAMINGI•• REAI) Alm roux. ALL Noris aN THIS oRAWllfil • REF R408-- 218307INiORTAIIT" FUR"Isx THIS G•A•ING To ALL MOM 00 INCLUDIMG TME IUSTALLERS. p * TC%_L 20 . 0 PSF Tru•,•f rpu,......e ..r• n q.r, utL,p. n.n.1111p, ,n,pp„y, Inft.11,no •n Dr.clnp R•fer to •ee f L 7.0 PSF DATE 06/09/17n• t wRlon or lCSI (W I. Cofpalrnt S•utY Infor..c,on. ey T 1 .n •TCA) for urety pnet,c.> 1 o perrer•,np tn•fe runct,On! I=, 1Ierf •lull pr•vlee [e+per•ry or"$” per •CSI. Unl.•• no[oe •CMr.I • tep CnorO •.•,1 MW Preper,y .[4ellee •tructur., fne.tnlnp •n e.t[a c.or0 fn.11 Nv. • Droper,y •[toe rl•,a ce,,,np. Lee•tlon, .l.e.l, rer p.r.•,unc ,•t.... r•fer•,nc or .ee• .n•„ n.w Pr.eln• In,c•l,•. p.r ATE 0 DL 10.0 PSF DRW HCUSR408 17160025 1G. ., •ppl,e•.le Apply p,•t•f to .• w;; e f true, •„e pP,lc lon ., ,Paul .ee,,..na a I I,) t.• Get:7.*'le,> nate. et...,,.. A•r•r to Dr.el,9• IWA-: rer •c.n d plot. ,o.,t,en. •' F `QP.• LL 0.0 PSF HC -ENG SCN/DFAlp,no. • Olv l•,en er ITS Wl,O lrq CP.polsntf Group Im t m ra,parlf leu for •ny Oev Utlan Iro• a In Ow •.•• OQ •• s,r.. wy slur. t mue w crw• m emmrune..Rn ANSI/TPI ,. or rer n.,wllnp fn,pp,n•, 5{9 /, • , \ • OT. LD. 37 .0 PSFANrcwcoA+aAIw 19 °. t.11.tlen . er.eln• o r ••••••••• SEQN- 866995 A ...1 .. GI• r,.111p M ew•r MP 11•t,n• Th. rslnp. l..le.t.. of - 1..e. of p1•I•••1•n•1 .,.In.•I. y,. S puNA DUR .FAC . 1.25 FROM J B r••pen• ,,, 1y •.,.,y rer fA• e•1 . Inti VII •„It.•1 . l •l,. u•• •f oPI r.•In• for .try of wel,r• I. " W240DLALeDikeM. SUIIe W r..Paml•„Ity er t,l. WI1 Ino D—Ig—r p.r NISI/TPI , Ss.2. oll ICC. L 2279 For .D . `nrw..tlP t p Ae.•, 9-1.. p.•e Iwo FL COA r02%13 ALPINE' TPI: ne to Dou la FlemingLic Number: 66648 SPACING 24.0" JREF- lW1 1408_Z18COAw, •,p,n., • , -p-.-p-.-9.TrtU: ---y>cry cM w• >.ro n6/n9/2n 17 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - 807) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 12 Dense Bot chord 2x4 SP 2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. PLT TYP 08 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC 0 24" oc. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. 2X4 III 4X8 3Xb(A1) 3X6(A1) 1L 4-0, 11-4-0 1, 7-0-0 I 8-0-0 I 7-0-0 fE 22-0-0 Over 2 Supports Bpi R=1697 U=508 W=7.625" t11MIDy1yrl R=1697 U=508 W=7.625" AN IrW COMA•NY 2200 Late OTpIIte R . Suile 150 mlLvdD. FL 32837 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15, WARNINGI•• READ AND FOLLOW All MOM ON THIS ORMINGI IWORTANT•• FURNISH THIS DRAIIID TO ALL CONTRAC10NS IUMWII6 THE INSTALLERS. lrl,•s•. rap,(,• .•er•r e.r• In I ...... t lip. --M. rlrinp, IM—lnp •r .,•clop R.r.r c• •r M uu.c rltlr .r KSI (Rollmop Co.perrnt S•r.cy I.forru ey T 1 •m RCA) ror spry pr•ecle•• e per ror.lnp en..e feneclon.. IMuller• -1 prw %ar ry er.tlnp P r SCSI Iln l.a rocs otMr p tn•r0 •Mll Mw w•P y • t•.ne. •crop Wr•1 .M. 9 — rtes -.• . Mw •propos( •toe 1p 10 c•Illnp. Loe•c loo .I,e. rlt ror p•—, 1•[ —reser• ne wr Mull Mw •r •r•C lop Inst•Ilr p.r1 e] RT or D10. . •Ppue•ele Apply pl•t•. to ..enlr... er tr •r po•Ielen o •no.n .— MtJmot Dem u.. lnlr•elwe•P etMrelr R•r•r 1. .r••Inp. 160A-2 fpr .t.M•r. pest• --- A -P- p len• AIPI M. • .wluon oI lIR Rollmop Ceyawn . Gr—p 1— wn rot r r••pen•leb for .ny aw l•u on rrr lops •ny f•llor• to wll. en• cr... In eenforrne..len ANSI/TPI 1. er for Mrllnp, •nlpplrq. MUIbe1m A •r.elp or tro•••• r•1 r tNl• .rrllq AI INMf p". 11•tlllp Rll• Rrrlllp, IMJAAtr ..p-- of p-f•rl•MI •p I•rrli pr•Iplllry rl•ly f•r tll• Orlpn All•r. llr wl Wlllry .r w N to l• arrlra0 far Airy •trtstur• 1• Pr•I•Illry •r tr Ru1lAlnp Orlpwr Pw AI151/M 1 3r.2. or rr. lnr rs tlsl .r 9—r..1. J—'. pr.l M •. pep• .M Uw• see . ALPINE .•lplM : T 1 epin erp. OCA: relns,•ery.e«: ICC •w.lterr.larN12 O ••••• N•••• 000 Q .06 .0 S QT 1 0. rtKu AT P' 10 OR p•G NAL EN,I leming LieNumber: 66648 06/09/2017 L/-/5/-/-/R/- T LL 20.0 PSF DL 7.0 PSF J3 DL 10.0 PSF C LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 3-3-1 8-0-0 Scale =.3125"/Ft. REF R408-- 21831 DATE 06/09/17 DRW NCUSR408 17160026 HC -ENG SCN/DF SEQN- 866998 FROM JB JREF- 1W114O8_Z18 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - EJ F ue Set: 13B (Effective 6/1/2013) chord 2x4 SP i2 Dense chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. TNIC nw. DDrDADen conn rn.ID..Tr. A— I. n.mr • n...c ue.nue ale...— .., Tn..rr ..I. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) _— LIE 1-4-0 io7-0-0 Over 3 Supports — > R=353 U=92 W=7.625" RL=115/-30 loe Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15, ARNINGI•• REVD ANDFOLLOR All NWES onTHIS ORARINGI FUIIMISH THIS MA.IHO TO ALL COMMACFM$ INCLUDIHn 7HE INSTALLERS. Tru r•aulra • aa• •ra n raerle•ting. M-l.ng, N.pp leg, ..Ing •- er•eing. R.Iar t a— ttM 1•t_toIrRCSIcIRul.anp Caapwrn< Safety Information. by 7P1 •- RCA) Ior s•nty pr•etic•• e parlor.lnp t -•a ru«tl m>. In•u n•r• —11 previa• ce•por•ry bell" per 'N'S 1, IJeI > not- otn•r top clava •M.. Nw prep• ... • ... s ral f-•tn.ng •— eattoa CnarO W11 Iww •Properly Iola a 11 9 L«ati— a— ror pera•MncVl•ur•. ..•train[ or we. fn•.. neva er•C inp ..at..._ le,1. 1 a SPU tie— .311-1 o. Apply plot•• to late fats or tr w> .- pa,.um as slow. •-w •n. tM.<--;I • R.r.r to ers.np• IbA.i Ior ...—,a p..t. poatl—,. I'IU 1 apina. • a.v.•,an eI ITS Rella l.q Cayp.•n . a—, Ine w.. —t be r•spon..... ror ..y aev alien I'— ersing. '"yra .ur• to .u..a tM tru•> In canforu—a ate ANSI/7 1 I, - ror ..a—I l.q. >e.pp inp. AN IrW COMAkW in•t•.....— A erael.lg •r tresses A —1 onNI• araal.g •r ASNar MP listing "IN•rslrq. 1-le•tas •apgL.—a of pAf-al•n.l anylnMrli raagelw...illy Ylay fsf tlo MIgn .loan. TI.. wlta.l illy a- uw of -1. ar—mg far wry atrYttoH 1a 2JopL1ILe tDI.,SUge130 ra•pwnl.11ltY of tM Wllaing D•wlg—r par ANSI/TP 1 I Sae 2 0rbrdo,FL 32837 For —1. Infero. ion .•• tn.. Joe'. g•—r.l — a page •— rLCOA80278 1 ALPINE apl—it—le: IP1 •w tpl—t-9, WMA: aw.eeti- as y.co.: ICC: wa.lee••r•E)()U R=168 U=86 R=126 U=6 NATE OF IN,,Icz OR\OP sZONAI O iftm 1111:p1 Lic Number 666 12-3-9 3-3-1 L +9- 4-0 3 1 9-4-0 19 WL/-/5/-/-/R/- T LL 20.0 PSF f DL 7.0 PSF I DL 10.0 PSF C LL 0.0 PSF p TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 06/09/2017 Scale=.5"/Ft. REF R408-- 21832 DATE 06/09/17 DRW HCUSR408 17160027 HC -ENG SCN/DF SEQN- 867128 FROM JB JREF- 1W11408_Z18 ALn 1- -- oiv vcL,niv mvr Jnwrump, rL - C-) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft from roof edge. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) _ 12-3-9 R=173 U=88 3-3-1 R=127 U=8 9-4-0 7-0-2 Over 3 Supports R=268 U=55 W=3.125" RL=96 7 F( Design Crit: FBC2014Res/TPI-2007(STD) 0 • Design PLT TYP. Wave FT/RT=O% 096 /0 0 15 1. .06 1.0 OT 5 L/ -/5/-/-/R/- Scale=.5"/Ft. GItA1tN )NI;: THISOFAg gAA• IAtm FouwKTO AlLALLCNAN4RAtDIES aT•IISTNISINLiNDINgCRANIwITHE INSTALLERS. p• : IMPgA'TANr•• FUAMISN • T LL 20.0 PSF REF R408-- 21833 re,,., r.• ,r.. tr. ear. 1n r..r,e.t,ng, n•ro11n,. ,nlpp,n,. by TPI •ro •r.e,ng * or KSI (.umm1p C•roo,rnt S•r•cy Inrw.eu M. •Y m •ro —VICA. ror ..req pr•eu ee. ror.I,q tlrr runtc,ero In.[•11.rs 11 • DL 7.0 PSF DATE 06/09/17 1I lo per •1u pr.v,ee ae•p•r•ry .r«Ing per KSI tln las• rote. etror op orora sn•1, new prep.rs,•tt.en.0 str«tur•1 .1,e•ng •ro eoctwse entre .ne11 nava • pr•I»r1, •tt.e®• • ATE ' r1g10 ee,ling. L«•[lens ror perunant 1•cKe1 •Inc • .M I, 1,•w Dr«,np Inst•,1.0 par S 14, the gym. 1ac• l ;, ropplle.C1. App 1, p1.t.... ..en I.e. n0 peal[lon ., mewl . e ; tae «n.r•„e Aer•r ,.•A.: lens • iC Sv DL 10.0 PSF DRW HCUSR408 17160028 III IIUII_ 11)) r rl,f.` ;4eve to •.In„ roc • rose p,a. paltlen.. o,•, U. or I LLAlp,ro. . , or ITV .e, 1m,p Co pen•n • Greg Iro •n•l l ro refpon.,eb ror en fro• t a- p• • e 0.0 PSF HC—ENG SCN/DF III 111 er•e Ings •,y f.l lure to WI10 tro crus, In eonforuro• alto ANSI RPI 1, or ter n•ro,,,.p,n n1 1 • O^ •. O`O C AN ?W COMAwY 1,•c Ion A ere or t..,.•w p• An»• 1 ., Ml* •rminng or eew,r page ll•ting [III• pr•.Ing, In.le•t•• 'y, F e•••....••• lwpt•n•e of wglnwring y TOT. LD. 37.0 PSF SEAN— 867125 24MI.Ae0mrvDt Suite 130 gM ..Myn• I 1.1111 •sl.l ror eIw ..1r••Pa• y y T .II•w, „» wlwulq •ro ur or sw 1• srsing Lr •Iry ar r• I• j, re.pen•lblllty of Ip» gulleing gwlgror per ANSI/t 1 1 S•e.t. y/S/ONgI E „ A441,UMp tlU DUR. FAC. 1 . 25 FROM JB OlLvdo,FL 32817 FL COA M02T8 per wr. sorer.. len ,. J:.*.., g.ror. . ,og. aro ero.e .e. ALPINE wA.,p,_i ce.ee. `,Pl die•` ep,.., or g. MA ::e..ee,ro,—y.ee., 1C.0 "'.:. e..repou la Flemin Lic Number: 66648 SPACING 24.0” JREF- 1W11408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD. FL - EJ7G) Value Set: 13B (Effective 6/1 Top chord 2x4 SP 12 Dense Bot chord 2x8 SP SS Webs 2x4 SP N3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 55 plf at 0.00 to 55 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 1619.31 Ib Conc. Load at 0.81 BC- 823.30 Ib Conc. Load at 2.81, 4.81, 5.81 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(/-)=0.18 Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III Ile 7-0-0 Over 2 Supports D. R=2591 U=633 W=7.625" R=1954 U=318 RL=96 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP . Wave FT/RT=096 096 /0 0 15A tARNIAx:I•• READ AND FMlOR All MDTES DM THIS MMRI)IGI IWORTANT•• F100113M THIS MARINO TO ALL CONTRACTORS INCLUDING TME INSTALLERS. iru N. nadir• • cr•r .... In ...rlu...0. Nndunp. Nlppinp,n un l,g .•d .r.11 u S•r•r isN--- tI.d ltl.nloll nr SCSI (Rollmop C•nyp,. S•r•ty Ixx•. ny TPI .nd RTCA)for Nr r.nM Rctn... runetlon• Inst•IIN, -11 pr -1- topr..y D lop pKSISI Inn l•N n.tN o[Ior.9ir•I p Chord • 11 M pr rly tt. sarmt„r.l sn••tnlnp .m Ntton, CNrd .n.11 N . P;op°r'; . c.enA p10 ung Looe•U on. • for Nr•.N.0 4[er. r• . nt of w 1 n. x.11:9 . °ta: t N. RS RT r 810. , not- a b. Apply I.,post,,to lt. Cnlf IMAs K .N pd•Itl.n .ne.n. . a O Rho Joint Dot.11•, 010. Nt•d 1t 1.l•• S•r•r to to *., s— r for ,tN n, Plato Po,ltlm.. PIn• . dlul.lon or ITR Sulhslnp Conte ones CI- Inc wl a so ro•pan,lP l• I., .ny aw,.clen fro lnp..ny f.11ur• t. Wu, ild . truss nn Conforun°• .Ito ANSI/TPI 1. or for llnn.ndp snipping. AN ITW COMA., Y ...a....tlm A or•Cog or eros,.•. Nol on tMl• arming or oomr MW listing NI• drmlM. Inaee.Ptnlle.too o.ts N ProfNolon•1 onpinoorinl r•1ynuloll Itr Nloly far tM. ONlpn N1.sn. TMs wltNlllty .•d u.• N ul• orso.- for .ny --r- 1. 1 2400 Lake Oorge Dr. Suite 130 r•y.n.lsl llty N tn. Rulldlrg d.IpNr s•, ANSI/TPI / Sm.2. OTIaIdli, FL 32937 For lxxmtlon .NN .nopr. N "0. . FL COA 10278 ALPIME. m...IPINIt. os. TPI: .wcpin•a..rp: OCA. w. •Pe l,ou.<ry.ee., ICC m.lees.IaDou 3-3-1 9-4-0 pSg OyuJY` es - NATE OF 1:° OR10P s ONAL EN Lic Number. 66648 06/09/2017 5/-/-/R/- TOLL 20.0 PSF MOL 7.0 PSF FIDL 10.0 PSF LL 0.0 PSF i tOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 21834 DATE 06/09/17 DRW HCUSR408 17160029 HC -ENG SCN/DF SEQN- 867122 FROM JB JREF- 1W114O8_Z18 ib/34-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - CJ1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0 162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=-31 Rw=32 U=37 5 If 0-9-1+ 9-9-9 R=8 Rw=20 U=14 -F+ 9- 4-0 14-F 9-4-0 2X4(A1) L- 1-4-0 aJ 1-0-0 Diller 3 Supports R=190 U=89 W=7.625" RL=32/-20 TNI( nWF PDFPADFI\ FDM MNMITFD INDIIT I—Alte t nl uFutlnue\ elleul—ft Dv TDHee urn 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase Factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) 4a " v • PLT TYP. Wave FT/RT=O% 096 /0 0 15t1.OaT 06 .0 T h4 /-/5/-/-/R/- Scale=.5"/Ft. WARN 1NG1•' HIS AIDfataaNALL kVRSOPITU H I ORAINGI ' T LL 20.0 PSF REF R408-- 21835IbgRTAKr'• FWNISN THIS WADING TO A L WMINALON T I WHIG THE INS7ALLENS. • re.u,ro ••Creon ..r. In I—......9. ron/I ,.Ip, N ppinp. .....l,lno ene or Mler t. • ir • 1troblest .elan .f NCS: (Null -,-D Ce.ponent Sols, Inforuu.n, ey TPI . nu) for r y pr.et,p. rl : •l DL 7.0 PSF DATE 06/09/17rigeperfor•Iny cro.• run<[les. Irouu... • pr—on [lope.......elnp per Nest. Ulllns rote .trove¢ ie • >rou lbw preen. afor "do, otrue<u I ,n.anl p oro noun eroro •rou row . prep•rI' on, ATE ' C DL 10.0 PSF DRW HCUSR408 17160030r,p l• tell l,y LetNlorH >roe„ for por•enen< Io[or.l re tr.ln[ of .nos srol l Nvo w.e,p ,n•t•Il.e AL l . leu= O] a n"01O. "•ppllt.ele. .ply pl.ce• t' .Cn r... er trm>` ne plum .• •Irn .ewe .m „> • I' 1II`. II19 tn. ,elnt Daa l.. I.H. Deo etrorel.• N.r.r <. p —,". ,ODA.2 for , .ro.ro pl.t. po.ltlm•. /7 . /w- P • LL 0.0 PSF HC—ENG SCN/DFAlp1ne , of 111 @ l•Inp C.ponenc. Gr•up Iro . l t ee re.pes ml• for o,y, •e•,.elen rre cn Ow•• .• - O"`O •••i` e Iq.:ny f.11ure to aUo tro Vu•> In eeforune• otn ANL /Tpl I, w for roellrlp, >nlpp,lq. / • ^ • g AN rrW COMMNT l[.Il.t,en . er.t,np er trw,.•. •••.....••• G TOT. LD. 37.0 PSF SEQN— 867140A .el M NI. •relry .r _' P•0. Il.tlnp NI. •re.IM. In•leoto..Ceptelleo or pmtnolt.el .Iple•rl r pvs;D;;;iy fl oVly :NI'tlI. rlml —. T. •ult.enity .Il• ..e or tLl. erelly rM .ny artCtLr. lo" ,,,AI EN DUR .FAC . 1.25 FROM JB 240DIakeOrrllI. teDr.Suae130 y • nD w:r por ANSI/TPI I Slid. As- IfflpgOIW1I11+I aleNaD.r1.22937 - on—i ent,en'e' "'.n''p'n'r.' I SPACING 24.0" JREF- 11011408 Z18rl.coA1127s ALPINE .Ip„rIo e : T I. e•. tpin•t.erp. MICA .w.•nelMntry . IGC '.ee >.reDoula Fie: Lic Number: 66648 06/09/2017 1b734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - CJ3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) R=59 U=31 R=49 U=2 Tule nW. DDCOADrn VDnN M—r. —.1 11— t ft—ICIntll< eum..aen 1p 11— ..rn 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 06/09/2017 41-4-0 aJ 3-0-0 Over 3 Supports R=215 U=65 W=7.625" RL=59/-23 ; ..•M IO--•``` S PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a Y • FT/RT=O% O% /0 0 15+.1.0? 06 .0 T 2 /-/5/-/-/R/- Scale=.5"/Ft. ARNINGI •• HEAD AND FOUM ALL NOTE; ONNNIS ORA "I • I OR7ANr•• FUNK.;; TNls D.MNIn 7o ALL CDNINAMM INCLUDING, NNE IN;tALLEN;. g TCJLL 20.0 PSF REF R408-- 21836 O AN RW COMMNY 2400 IdeOmnge Q. SUUe ISO irue•es raeu#r• e.<reso urs In r•1,r,uclnp lunellnq, en#pplp, In•ull.n9 oro 1,r•e lnq Aerer to •n1, r • M lasa .e#tlm or EC;I (qunmrp Ceepor.ent Arety 11-6— by TPI one NiCA) ror .aety pr.alle• r# : DL e perrors#np [nese rp..eame. Ina.,#are 1,11,11 prwlee toper•ry 1,111#19 per NC;I. lN.le„ netw tp cnor0 enell n w p'operle,ett•cnoe ar_et 1,11,•[19 enN 1,olt p 111,10 en•ll law •proper„ •ttecn 1 `± ee##Ip. L«•1 rot p.rsenent I•ce1 .... •I r • 1,1. I ^•"• 1,1.19 . • .e -1 . ATE ; Q$ DL 1,1, .]. N7 or 910. ;1,ppl1e1,1,1• Apply I.ete1, to e•en f•ta 1,r crp.1, .n1, pe. .— e1, 1,11,1,1 eopve oro : • one Jeln1 Deuu1, pnlee tw otMr.#•e. Rorer <e ere.Inps .E W.2 ror .une•1p plea pee a#m,. p Alp l,r. . Owl1,. en 1,r In Np uelnp teepornt1, 611,.9. lec. .nal ro< 1,e re1,pon1,11,1e r.1 .ny a.v#a lm rre. to Q••o OR,OPq.• LL tn. trp.1, 111e1re1..,.e..lt1 USI/TPI I. .r rel• yam••No saii..q•• G TOT. LD. In1,u#I•aa.. t ere # 1,r 1rp1,1,e.. A 000l .n t le ereelre or Beyer ps90 Iletin, al• erselnq. Inelestso eeept•Is. of pr rsoan.el ergllwr•p ,s/pNAI.E repo.olNl lit; solely For al. eomlgn sAeorI, iM soltesl l Icy ole pee or tale Broom, For ••y etnsmr. to DUR. FAC. elp—.NII,ty or — Npl lelrg Doo.9— per ANSI/7 1 < Soo 2 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 DATE 06/09/17 DRW HCUSR408 17160031 HC -ENG SCN/DF SEQN- 867143 FROM JB OF= 0271 FL COA 10218 4/1I luuForole #nraoo. 701:1 t1l"e1,'9.11,1.# =t.. . a [coo .1,E: r•Dau la Fleming Lic Number: 66648ALPINEapinelceaseecp#n1,c.orq. FICA: cry ICC: 1,w SPACING 24.0" JREF- 1W1 1408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - CJ3A) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP k2 Dense Bot chord 2x4 SP N2 Dense Lumber value set "13B” uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) Tule MI —D-1, CPn6 I—ta t" u.ou. I.— nr . numue.nw. r„n..,.-.rw ,.., .w.... ..... 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=71 U=37 10-7-9 1-7-1 R=53 U=4 3-0-2 Over 3 Supports IIIMWW4/qr1R=118 U=22 W=3.125" f:R7 F: /4RL=41 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15 1.Q .06 .0 QT 2 L/ -/5/-/-/R/- Scale=.5"/Ft. tAMING1.. READ Alm FOLIA ALL IMIES A TNIS dG10INGI • • IWMAXT" FURNIsx THIS /HAVING TO ALL CONTRACTORS IM XUDING THE INSTALLERS. 3 0. • T LL 20.0 PSF REF R408-- 21837 r6.,.. rocas .ttr... care ,n r.erlt.tlnp. er.e,Inp. M,pp110. In,t.,l.np 1ne a .t, R R.Iw t..m r.. •e,c,on oI SC51 (16lle1rq Ce.toanc S1r.ty 1-tw-1t,en. .y TPI NTCA)'for • 1ne o p.rrer•.np trr.a Iunetlon, In.t. 1,•r, .,.,,1 prer.oa teepor.ry .r•t,np SCSI U-, net•e rely PrKtlt• DL 7.0 PSF DATE 06/09/17 per otM • top cew0 M.1, I Mv. Proper,y .ttK,.e. ,truttur•, ,M•[nlnR .M ..[to• c ra .e.,, Nvs , preper,y .t . • t•r1, r.•cr.."` " w", ....,, "•"' prK.n° .......- Per S : ATE : rKKp°`'ecM•'u"°., o, DL 10.0 PSF DRW HCUSR408 17160032M,1e.E'r-,n.nt aloo .te.r.. y P..t1. t. each I1t• -r tr,, e.e .,t to ... .... •. tM Jo,nt Dec•.... ,n R.f.r to e6.p, ace16OA- 2or rw .[1n01r• PI•N po,ltl.ns. • W : • MPIn.. . OW..1an of ITS aaalnp Cepr.•nt. Grw.. Inc .e.,1 not e. re,pm,.el• fw my ew,K..n Fra t O / O `O••• 1.,np, any re our• to a 6 too tr6., ,n eonrerelnt, -,tn ANSI/7PI I or for ,une,6.p. .n.ppinp. ` LL 0.0 PSF HC -ENG SCN/DF AN IrW CCMW..NY A-- t.11.t,en . erK.nR e, tr6,,... '••......••• TOT . LD . 37.0 PSF SEQN- 867137A .MI •n NI. •rw1.9 W p.Y.r p./. IIKIIO NI• .r•Nlp, le/Ie.W 1ppptleq •f p_t_le.lel 1"Il...r 110 /// r•.per.,INI l Iq —0.ly far tlr—16. —. W. Ity /// E 240DULe0rSWDI.&=130 dell) 137. 6...f N11 •r1 -1,q hr 1„y ltrlst6r• 1. r•yere-Il—ty .r w 1611.1,0 O•ely r per AMI/W1 I S-2. yi/ ONAL ria DUR. FAC. 1.25 FROM JB ainda.I . 32937 RCOA10279 F. .•r• ,nl.r.lt ,•e t`I. Jeeerponer.l=`«.° e :ne ` ..pCC: .1.w., tWttlW1Yq 11 AL IME• --- 110—t -.t... TPI: ...• p,n.t p. • CA: . Y I. -rep( la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W1 1408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - CJS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) __ THIS DEG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=115 U=59 10-1-9 2-5-1 R=88 U=3 8-0-0 L/ -/5/-/-/R/- Scale=.5"/Ft. T LL 20.0 PSF REF R408-- 21838 k DL 7.0 PSF DATE 06/09/17 8 DL 10.0 PSF DRW HCUSR408 17160033 LL 0.0 PSF HC -ENG SCN/DF TOT.LD. 37.0 PSF SEQN- 867134 DUR.FAC. 1.25 FROM JB SPACING 24.0" JREF- 1W114O8_Z18 1-4-0 5-0-0 Over 3 Supports R=282 U=77 W=7.625" RL=67/-27 r o Design SF . Crit: FBC2014Res/TPI-2007(STD) V PLT TYP. Wave FT/RT=096 096 /0 0 151.4 .06 .0 QT 12 tARNINGI•• READ AND FOLLOW ALL MOTES ON TNIS ORANINGI O. iIWMANT • FUMNISM THIS DRAWING TO ALL CONTRACTORS INCLNDING THE INSTALLERS. trl• ua rpu... .... ..... In ..orlutlny. n.mlllq >mppl.p, lnaunlrq .m a clop Rorer t. • • cn. t mRlm r sC51 Wu.l r•er m I • t n• Cayen.nt Sof, I 7 1 toopo... by 0,.. MCA) • ... pr•et le.• o perfer6lrq tl,•se funetlon>. 1n1u01.rs wll prevl6. n, - t,o er•e ho per SCSI. Unloa norm •tmr • • top mora >n>u now prepay ly .u.dw >crrcwra •n..tnl om m<ts emro wn now cc • rlp 1. Lm•tlmf Inpit 11.Oa,lllnp. .np.l, for P•ronent 1•t •r.l rot9.ln[ N .... W11 Mw er•c l.q amuem •]. p sr •10. 11 .ppllc..l•. Apply plat« to earn foe• of truss .m ps•Itlan o •np.n •pw,o O tM Jolnc Aun>, In lose mtm •tnsr.la., bier [..""lops t••b2 for •t. d Plot'Pelluonapo pp S : ATE 1l I % W Alplm. . ewulm of 171 WI1611p G.•Pa,.n a crag Inc soon not to .>pe. ..... ... .1y ..,,l.um Oro lip, .,y f.uore to w,o. tlr trues In emforom, olm ANSI/TPI 1. 11 1.1 h. -.Ino, mlppinp, A •p p pP.p AN IT'W COMMNY Inlull.clm •roe l,q Pr ...f>.s 06 2. ^n 1••.011 • p• A ..a1 -XI. 616611q N CMI MP II.t11p tI11..r..I.D. InalA.t.. ... P__ of P-r-1-1s/ONA GNr..p sl6l l Ity ol.ly for - 6•.Ipn fA6w1. Tm -1-11 it, .n. 1a. or ml. 6rolnp f6r ..y .irtitur. 1. I ` 24ODLaLe O72DL'e Do -W~ 130 rapa l.11lty of t •111601Do-W~pw ANSITI 1 S-2.4, OTImdD.FL 32537 Fer .or. Inror..elm am1. gy•. pv o. mus popews Wr11O111111111 FL COA 10276 ALPINE: aw •op-st..- 7PI. awopinJob'.-9- MCA w a.p ual y,co, ICC:... a.r,Dou la Fleming Lic Number: 66648 06/09/2017 L/ -/5/-/-/R/- Scale=.5"/Ft. T LL 20.0 PSF REF R408-- 21838 k DL 7.0 PSF DATE 06/09/17 8 DL 10.0 PSF DRW HCUSR408 17160033 LL 0.0 PSF HC -ENG SCN/DF TOT.LD. 37.0 PSF SEQN- 867134 DUR.FAC. 1.25 FROM JB SPACING 24.0" JREF- 1W114O8_Z18 lS/34-/MILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - CJ5A) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP /2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=122 U=63 11-5-9 2-5-1 R=90 U=6 9-4-0 5-0-2 Over 3 Supports R=193 U=39 W=3.125" RL=69 J' 0. 09 Design Crit: FBC2014Res/TPI-2007(STD) • V SF •. PLT TYP. Wave FT/RT=096 096 /0 0 15 1.Q .06 .0 OT 2 L/ -/5/-/-/R/- Scale =.511/Ft. WARMINGI" UAD NO FOUR/ ALL WTES ON 1NIS DRANINGI •0. • rrIWPO1RANTrr rURIIISN THIS DNANING TO ALL COUrRUTORS INCLUDING THE INSTALLENS. T LL 20.0 PSF REF R408-- 21839 lrws• rpulr. art-....... 1n ....... l,y, n.,lpl lnG. Yll ppin•. ...to....G .n...•...9. Now to an. 1 N to t .1[1« or CSI <N.11o,np C..nt S.rotY Infor.atl... ay TPI •m IffCA> ror >.r.c=co't' DL 7.0 PSF DATE 06/09/17 o rurKtlonf In>c•11>r> Y l p -loo ta.porory ar•<In• per •CSI. Unlo>. Mr • t.p <aor0 an.11 Mw praparlY •[t.e1Mo •cruet r•1 .n.•tn lry •na a•t[s <IKrO fall Nw . properly 1 rlyl0 csl ll,.p Loc61m. Ylwo for p.r..rwnt"I.bra ra. r•In[ .r ..a> .nal ..w ar.clrq lmtall..`p.r S • DL 10.0 PSF DRW HCUSR408 17160034 ICY O ttlara or D,O. ;..ppl le.a 1•. Aro IY plats to •- Ioen. tr r„>>r,. pa.ltlon .. Y.a.r, .mr.. ; ATE .•• Q II 11-- 71J1 n• J>lne O.0 n>. ,nitl ,qt.0 ocMra>e "I•r to ars lnp• 16OA.E ror at.-.,. put• p.0 clan>. 9 4t LL 0.0 PSF HC -ENG SCN/DF Alpin. slvl>l«, .f I,. 4,l lal.p ta.pa..n ,croup Im ..fpon,lala Ix .ny aN,4clon M1.. [ "O • c OR OP.. OIE rs l,p, any q re t• calla enr eru>• In eonferune..l cn ANS.n PI ,. or ror n.o011.G, ah.,,I G. AN IrWCOMMNY A^...flan Io draw:nnoo . ce.Yar MP Ilatln• tai. era.ln•. Ineleot.. aesptaaaa at pr.t aalallal wepraarinN a... 00 TOT. LD. 37 .0 PSF SEAN- 867131 I. '.. pain:'IIcy "I.ly ror - -10. _. The wltaNl llty .11e was of Y Ia rsing ror .q .tr-ro 1. 24ODIe1e Onlllt Dr..SwwW r..P- sulty.1 n,. 1k.O.-G D.olp.r ,or ANSI/W1 1 Sae.2. I /O AL DUR. FAC. 1.25 FROM JB 0dxxI0.FL 32837 For .ore Inror..el•n w tnl. !oa•> •...r.l . "Do, .m cn... wa .It- Jullu UV FLCOA00279 ALPINE. ....lp-1t, too, TPI: ....tpin•t.or•: LICA: .w .aeln.o.try < lee ..r.D0u la Fleming Lic Number: 66648 SPAC I NG 24 .0" JREF- 1W1 1408 Z18 06/09/2017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - HJ10) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. TNIC nNr DDCD.DC. coli. I`fl -C. I.- I.- • n..rue,nue eueu,- - Tn urn Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 pif at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -16.45 Ib Conc. Load at 1.41 TC- 118.03 Ib Conc. Load at 4.24 TC- 230.13 Ib Conc. Load at 7.07 BC- 16.46 Ib Conc. Load at 1.41 BC- 98.88 Ib Conc. Load at 4.24 BC- 175.80 Ib Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 06/092017 12-3-5 R=6 U=4 2X4 3.54 r- 3-2-13 0-4-1 JL 9-4-0 R=390 U=104 4X4 2X4(A1) 1-10-10 J irm 9-10-1 Over 3 Supports R=321 U=175 W=10.033" 0,0 S••• Design Crit: FBC2014Res/TPI-2007(STD) o v PLT TYP. Wave FT/RT=O% O% /O 0 15.1.01 06 .0 TY: /-/5/-/-/R/- Scale=.5"/Ft. WARNINGI•• no AM FOLLA ALL WDM ONTNIS DRAWINGI INTONTANr•• NNNILI THIS DRAWING TG ALL WMMCTORS INCLUDING THE INSuuENS, t T<.. LL 20.0 PSF REF 8408-- 21840 rm••> r•qu... .... .•..... .n f•.n<•U.p. n•rollnp. •n.ppl„p ,......•e .lip brar <o •ro f ' /{ lyyl.• sC51 tw.le. p <«• . < S.r.<y In..r.•<.m. ny TPI •ro NT CA) 1:r >.r.<y pr•e<.<., L 7.0 PSF DATE 06/09/17poparrw..np <row furoUan> In.ol.oro Nun pr•v.m c..por•ry .r•< par &CSI U..... rota atror•,Zo • DLop <n.re ,n... ro.. °°^• para^^-^.«.<n.e ><rm<•r•..n..<:; •ro n•<v < a .... a : . °.p.`Iy .<`•< r p.0 I,np Lee.< r.r por..n.n< .•<er •.n< r .• .. n... .lip . oe par A :• ATE . 49 ec<.on> sD s& or Oto. .> •pan Apply 10.0 PSF DRW HCUSR408 17160035 a p ue.o. pb<•. <o ••<n r•<o or cru• aro po>.<Im s NWn •.ova •ro , ro -n< o.<...>. r IT m<ro .cror..s. s.r.r ;, era.. > ,GGA.: r.r :<.ro.r. p..<. p.•.<.m> '•. R `OQ••• LLAlp. ro, • e.v.>.m or IW Co y„•nc> Group Iro a..•! 1 roc .. r span>...e ror •ny eov..um rr.. cn .• 0.0 PSF HC -ENG SCN/DFO/.L Wild t O •• ` er..lnp..ny gnure co .u1.e <ro cru•. .n <enroruneo •an ANSI/TPI /. er Lr n.rollnp. •n.pp,np. /S .• AN nw COMMNT' s• n -1.•<..n A .r•<lnp .r <r•„e• i s ••... G OT. LD. A ...1 .n till. er.•I.p N ew.r papa 11-1.9 NI. erwlnp. IM I•.tM MNi•tNC. .f •r.f...l.n.l Npl.rrlrq I 4jy /O" 37.0 PSF SEQN- 867119 r..p..asa lty »INy r.r n•. -19. NSI. Tn. Nllb•II lty - w .r NI• arslnp ror .rry .tr,atur. 1• DUR. 2400 Lel" Cm7e Dr. Swig W r..p.n.l.11ley •f tro •ullelne 0•.Ipn.r par ANSI/T11 , S.<.2. - FAC . ArI1lpa aaall 1.25 FROM JB Or1211do, FL 32637 ILCOAto279 ror ..r• -'r---'r--n.. gym•• 9-1 ro . p•p. -11•ro s. ••. s.• ALINE .....p,ro.<• <... TPI ..tc..n>c orq..TCA• w•.N,<.rou>cry.<a. $CC>•••..«>.r•Doula FlemingLie Number: 66648 SPACING 24 .0" JREF- 1W1 1408 Z18 06/092017 15734-/HILAL RESIDENCE -CARL HILAL -- 810 PECAN AVE SANFORD, FL - HJ1OA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-1 3.54 r- 2X4(A1) THIS DIIG PREPARED FROM CONPHTFR INPUT (LOAM A DIIIFNSI(IUg1 SIIRuITTFD RV TRIISC LIM 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 6-11-8 setback jacks with no webs R=163 U=97 12-3-5 2X4 3-2-13 9-4-0 4X4 =— R=2 8 U=116 1-10-10 LIE 9-10-1 Over 4 Supports R=432 U=153 W=10.033" R=174 U=0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. WARNING1•• READ AND IMAM ALL NCM CN THIS CRARU11 IQORTANT•• FURNISH THIS WARING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ranulr• . trse .— In Osrl-1-9. ro-1-9. —PPInd. In u1.1.9 and a Kl,q. N•r.r to and 14 rtroOust .OI Idn of RCSI (Nul101nP Ccernt S.1-1 1.1-1— .y 1 1 aro NiCA)rfor uf•ty Prsttics o perfor.Irq troy fl•lc[Iala. Intel oars WII prw les tanar.r, er.c l.a par KSI Unlss rotb ee—i top cl,nre a,•11 row properly at.-- .tructur•1 sllsothi7 •ro roltY crore Mel l Nw • preP•rly •tC•cnoN91tocelll,q LocNlonf .Ilo.n IOr p.rsront 1R•r•1 rH[r•Int •f ..e. .nsl l row er•o ln0 IMOIIee per . ICU O .. ctl.ro .]. p orItal.,1,0. ., ppuuel•. Apply pl,t•s Mrais a— 1...e •r true •ro .slt,•n ., .I,a.n •mw •ro 1111LL1111— Jt)T tn• Jelne D•ulre. I•Ilpe rotor otf. ror to ars l,qs ,60A-2 I-ft•n0•ro plu• po•IeI•n, Alp.—. . Ory bion or ITl 'k -----ng Co suGrognsGrIro — rot m rasps,slel• — .'awl•tlm fro. s II,D •ny f.11ura to -old — cru,. In .—far--. alt. ANSI/TPI ,, or for rte—roD. snlaalnD. AN f W COMIMNY In•ul l•tIm . sr•c11V or cre•,.s. 1 --1. --:,V , CMI ~ llati.9 NI. e,sl.D, ILIO IesW .ee.Pst.nN Pnrs•lansl slq lnsrin r••Pal•INl l lty N1s1y fsr tl,. —I.. al.all. 1/a sllu/111ty and us of tells trading rar •M •trlRurs 1• 240D L1lt Onl e Dr,Smu I30 r•spsl•Is111ty of tn• Rullellq A•Ivl•r per ANSIrnI , 5•e.2 Q1N1dP,FL 32837 For . -1. aro . D.ro •,aq. •. s. -dd FL COA 10279 ALPINE • .lprolts told. TPI: aass.tpnc ord. WMA. ass-1—try ICC-—Ice,•raDou o TATE OF it` •. ORO ,e. ell,N ss • S DNAL EN 66648 5/-/-/R/- TCJLL 20.0 PSF fc L 7.0 PSF 9 DL 10.0 PSF DTLL 0.0 PSF LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 06/09/2017 Scale=.5"/Ft. REF R408-- 21841 DATE 06/09/17 DRW HCUSR408 17160036 HC -ENG SCN/DF SEQN- 867116 FROM JB JREF- 1W114O8_Z18 rJY-/nILJtL ItCJIUCNL,C -L.HRL FTILAL -- CPU YtL,AN AVt JANPUKU, 1-1- Value LValueSet: 13B (Effective 6/1/2013) Top chord 2x4 SP //2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 6-11-8 setback jacks with no webs. R=177 U=103 06/09/2017 12-3-5 2 X 4 3.54 3-2-13 0-4-1 JL 9-4-0 4X4 R=373 U=65 2X4(A1) 1-10-10 J 9-10-1 Over 4 Supports R=116 U=252 W=3.492" • AS FI . +v R=546 U=0 W=6.541" • •••C•./ AIO,` •..• 1•``J•`• S t`'• Design Crit: FBC2014Res/TPI-2007(STD) V PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.Of 06 .0 TY: /-/5/-/-/R/- Scale=.5"/Ft. 111ARNINGI— READ AND F0LLDI1 ALL HOPES ON THIS WMANINGI IMPORTANT" FURNISH THIS DRANING TO ALL WNINACTDNS INCLUDING THE INSTALLERS. i TC LL 20.0 PSF REF R408-- 21842 Truf-s re..„rs a -- *.r.n ......•tirono—m. ro, -.MI ro. .........• •- errc,ro R•r•r to •- I i t3,. ,.<.,t -1t,•n cr IICTI Iw1•,ro Ce•pe,unt S.r.ty --do —. by T3, e- MCA) ror • , L 7.0 PSF DATE 06/09/17eperror.lro tMw r --on, J.-...... •lull prowl- teyer•ry er.<,ro per KSI Un,•f• roc- •t Mr. rte • e° `MTC 13,.11 3,•W °r« r,y rtt.*ne• ftru«.,rr, ......ro •- -". D ` allw.• re 'n',I, eI or e ' °;eMr;y r •.O ,fro Lee•[ ,M.3, ror per—Mnc fete Tint r , 11 er•elro • 1 -`tor A i •• ATE p9 DL 10. 0 PSF DRW HCUSR408 17160037 tour• r— po•,t1t, •, ,,.o... reove r— * • n*Jonaer et0, ., otoo -nor— n r Apply torte• to —m r•<s ofJointOrtrll•. un1—• MM. ...... 1— Rotor to to "'"s 1e0A-Z for •t•-rr0 p,rce po•It,—s 1 // P • tA,pl—. . O1v. •,— of In G,1 ,OIro eaq—en<> Grw,p 1— •3,.0 M< M re+ppl>IGIe ror —y Cevl.<.en rr*. t OA •• " .t(t O •• LL n .( X ORO 0.0 PSF HC -ENG SCN/DF Iro, My rolluro co hold tM tr—* In <onror—Ke .Im ANSIAPI 1. or for norol. q. ,n,p°.m. / •• mcrANIoWCOMPANY rc,•n A erre... er 1,-- 9 •••e •.•• OT. LD. 37.0 PSF SEQN- 867113 A —0 en NI• •rslro •r eeyrr P•e• Il.tlro Nb a —im Inal-t- --ptnle..pr•.-.1.•.1 .,el,lr•rl rertvslel l lty NI•ly ror t,. C-1 T •IPI. Tn• ruls.Cl l lty re• .- of -1. Cr—Le ror An,. ii—r. I. E a 240D I.Ak Onnge DT, Sum 150 s/pNq rerpv,rl°Illty er <+ l e.1,Clro D—,V-r p.r ANSI/Till 1 S—.2. , E Lu DUR. FAC. w Mu w 1.25 FROM JB OrtrAD.FL 3113, FL COA 00171 For `*re Inrer.•tlrn ,ee .. J %, ••—rrl — • p•De •- — .ee > d,i SPACINGALPINE• .., •,p.—lt. * TPI...: cpin,c err. ODA• .:: ,.<,-..,try * ,LY.... -Dou la FlemingLic Number: 66648 24.0" JREF- 1W1 1408 Z18 06/09/2017 CLR Reinf orcing Member Substitution T -Reinforcement This detail is to be used when o Continuous Lateral Restraint (CLR) or T-Reinf. is specified on o truss design but on alternative web L-ReinforCement: or reinforcement method is desired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-relnforecement or scob reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 rote 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcenent, L -reinforcement, or scob reinforcement to be some species and grode or better than web member unless specified otherwise on Engineer's sealed design. OK) Center scob on wide face of web. Apply (1) scob to each face of web Apply to either side of web narrow face. Attach with 10d (0.128'x3.0%min) noils at 6' o.c. Reinforcing member is o minimum 80% of web member length. Scab Reinforcement: Apply scob(s) to wide face of web. No more than (1) scob per face. Attach with 10d (0.128'x3.0',min) noils at 6' o.c. Reinforcing member is o minimum 80% of web member length. Scab 06/09/2017 wwVAMNGtwa READ AND fOLLOv ALL Im1ES ON IHIS BRAVINGI :1 AOIWtIAN1aaFURNISHIMSBRAVING10ALLCONIRACIORSINCLUDING11( INSTALLERS. • T LL PSF REF CLR SUbst. l`fV Ir -.s repdre barren tare N fabricating, handing. Shioomg, installing and bracing. Refer to .. R DL PSFradio. the latest rdti of KSI t Co Surety by nor •ofety. DATE 10/01/14oandr— Wanesf efi ncpratdicespriortoperforrinDtheserunttions Installers still provide tenporory yocnp per KSI • • all provide DRWG BRCL BSUB1014unlessratedall*, is. top chord Shall hate properly attached structural sheathig and b.1ton Chem 1 1 $ DL PSF IFI shall have a properly attached rigid c.a.np Locations she— for perronent lateral restraint of • hall rave bracwg initatted per KSI factions B3, 97 or BID, as applicable. Apply plates to each e e : ATE i1111 DI1\ 11 O u1J1111=1 U \VVI or truss and oof4ion as :moan above and on iM Joint DHais, bless macro other.ife. • • LL PSF Rarer to dra.ings 16DA-2 for standard plate pos.tions. -%. ^ A •• L. AN fiW COMPANY Npine. o revision of ITV Buidlng Conwonents WOW Inc Shall not be reSDDnSIble for any deviatlon fro. O C 1p •• `/ pT. LD. PSFryO, this droaln any failure to tMAO the truss In conforronce a11h ANSI11P1 1, or for hanwi B. Shlppng, / e \` a•/` installation L bracing of truSSef V •aa ail alae ••• 13723 Rlvelpod Drive SNlle 200 A ealson thisdrawing or Cover pogo ILtin.g this drawing, indicates acceptance of prof ... ional V enga.eer'v.D responsibe.ty Solely for the design shown The aelablity and se of this draa'ag Ji `r `T BUR. FAC. for any slructe L the responsibility of the &Adig Designer per ANSPIP1 1 Sect Ir Maryland Heights, MO 83003 for rare in(ornat.on see this job's general notes page and these web site' IOT SPACINGALPINE. • .of neit•con; TPI. • •tpnstorgr SBCA, •••sbcmdus1,y.orgi ICG •..iccsaf—il AAAAR 06/09/2017 NAIL SPACING DETAIL MINIMUM SPACING FOR SINGLE BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. BLOCK LOCATION, SIZE, LENGTH,GRADE AND TOTAL NUMBER AND TYPE OF NAILS ARE TO BE SPECIFIED ON SEALED DESIGN REFERENCING THIS DETAIL. LOAD PERPENDICULAR TO GRAIN A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) LOAD PARALLEL TO GRAIN A - EDGE DISTANCE (6 NAIL DIAMETERS) C - SPACING OF NAILS IN A ROW AND END DISTANCE (15 NAIL D - SPACING BETWEEN STAGGERED ROWS OF NAILS (7 1/2 NAIL IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: w SPACING MAY BE REDUCED BY 50% xx SPACING MAY BE REDUCED BY 33% 1 DIRECTION OF LOAD AND NAIL ROWS ZWJ C * A AI NAIL 0 LINE o m A B B/2 A C* C)k DIAMETERS) DIAMETERS) CVS C/2A* MINIMUM NAIL SPACING DISTANCES NAIL LINE C 1K*I TRUSS— MEMBER BLOCK LENGTH A D D D A LOAD APPLIED PERPENDICULAR TO GRAIN LOAD APPLIED PARALLEL TO G oWARNIwA-- ROAD AND fRLOV ALL ND1CS IN 1NIS DRAVINGI ImpDRIANI•• fUtNISN 1105 DRAWING 10 ALL CONIRACIORS INCLUDING INC INSIALLCRS Trusses raglan e.trrnr core In fobrKotu+p, horYAig, shippHp, ins tollig eno br.Cinp Rrfrr to oM folio• tM latest rtlitbn of KSI <tuaCnp CoMonent Sofrty Infornotbn, by IPI entl SDCN for Safety Unless es Prior to Derf.rung these f hClions. Installers shall provitle tenperary b -Cg per I1CSLUnlessnotedoth—.el too chord fhpll hove property •tt.ch" stru[trol ih& thirq and botjbh char shall neve a properly attochetl iyd c@!Wnp LDcotions sho.n for prrnonent lateral rrstron: of .absICIIALUM1—.^101 p OMD have bd p— installed per abo sec Ions the J or Det as applicable Appy plates to each fete l/_// IilI 11111 111JUr1 IUI\\ VVI II of truss and C,ng ins as sho.n above and on the Dant 110, s, weess rated other.ke Refer to d....gs IBCA -2 for standard pate positions AN rrW COMPANY Mpine, o dvISIDn of I1V iuedrg Conponents Group InC. Shall not be responsible for any deviation (rt thk tlro.ig any facture AD build the truSS In COnfornance •11h ANSI/TPI 1, or for handig. ShbpNp, installation L bra';rg of trY... S. A Sept on this dr•.i9 or Cover pope Iktbg this cl—lg, bwiceles accept.-. of prof.—I 13722 Pivalpon Drive enpneerig responsibility solely for the design slo.n. the suitoblity and se of this dro.ig Slate 200 for any structure k the responsibility of the &Ad g Deslprar per ANSI/IPI 1 Sect Maryland MelpAls,M06]0/3 for none'for notion ser this job's general notes peg& end these .eb s11es- ALPINC......1—I.C. n; IPI, ... ipnst oro; SR[A ... sbc.wustry oro, ICC..•. acsef&prg oJG S OJt J ATE1A • 06/U9/20 17 REF NAIL SPACE DATE 10/01/14 DRWG CNNAILSP]014 DISTANCES NAIL TYPE A B* C D 8d BOX (0.113'X 2.5',M]N) 3/4' 1 3/8' 1 3/4' 7/8' 001 BOX (0.128'X 3 --,MIN) 7/8' 1 5/8' 2' 1' 1201 BOX (0.128'X 3.25',M]N) 7/8' 1 5/8' 2' 1' 1601 BOX (0.135'X 3.5',MIN) 7/8' 1 5/8' 2 1/8' 1 1/8' 2001 BOX (0.148'X 4.',MIN) 1' 1 7/8' 2 1/4' 1 1/8- 8d COMMON (0.131'X 2.5',MIN) 7/8' 1 5/8' 2' 1' 100 COMMON (0.148'X 3.',M]N) 1' 1 7/8' 2 1/4' 1 1/8' 1201 COMMON (0.148'X 3.25',M]N) 1' 1 7/8' 2 1/4' 1 1/8' 1601 COMMON (0.)62'X 3.5',M]N) 1' 2' 2 1/2' 1 1/4' GUN 0.120'X 2.5',M]N) 3/4' 1 1/2' 1 7/8' 1' GUN 0.131'X 2.5',MIN) 7/8' 1 5/8' 21 1e GUN 0.120'X 3.',MIN) 3/4' 1 1/2' 1 7/8' 1' GUN 0. 331'X 3.',M]N> 7/8' 1 5/8' 2• 1. NAIL LINE C 1K*I TRUSS— MEMBER BLOCK LENGTH A D D D A LOAD APPLIED PERPENDICULAR TO GRAIN LOAD APPLIED PARALLEL TO G oWARNIwA-- ROAD AND fRLOV ALL ND1CS IN 1NIS DRAVINGI ImpDRIANI•• fUtNISN 1105 DRAWING 10 ALL CONIRACIORS INCLUDING INC INSIALLCRS Trusses raglan e.trrnr core In fobrKotu+p, horYAig, shippHp, ins tollig eno br.Cinp Rrfrr to oM folio• tM latest rtlitbn of KSI <tuaCnp CoMonent Sofrty Infornotbn, by IPI entl SDCN for Safety Unless es Prior to Derf.rung these f hClions. Installers shall provitle tenperary b -Cg per I1CSLUnlessnotedoth—.el too chord fhpll hove property •tt.ch" stru[trol ih& thirq and botjbh char shall neve a properly attochetl iyd c@!Wnp LDcotions sho.n for prrnonent lateral rrstron: of .abs ICIIALUM1—.^101 p OMD have bd p— installed per abo sec Ions the J or Det as applicable Appy plates to each fete l/_// IilI 11111 111JUr1 IUI\\ VVI II of truss and C,ng ins as sho.n above and on the Dant 110, s, weess rated other.ke Refer to d....gs IBCA -2 for standard pate positions AN rrW COMPANY Mpine, o dvISIDn of I1V iuedrg Conponents Group InC. Shall not be responsible for any deviation (rt thk tlro.ig any facture AD build the truSS In COnfornance •11h ANSI/TPI 1, or for handig. ShbpNp, installation L bra';rg of trY... S. A Sept on this dr•.i9 or Cover pope Iktbg this cl—lg, bwiceles accept.-. of prof.—I 13722 Pivalpon Drive enpneerig responsibility solely for the design slo.n. the suitoblity and se of this dro.ig Slate 200 for any structure k the responsibility of the &Ad g Deslprar per ANSI/IPI 1 Sect Maryland MelpAls,M06]0/3 for none'for notion ser this job's general notes peg& end these .eb s11es- ALPINC......1—I.C. n; IPI, ... ipnst oro; SR[A ... sbc.wustry oro, ICC..•. acsef&prg oJG S OJt J ATE1A • 06/U9/20 17 REF NAIL SPACE DATE 10/01/14 DRWG CNNAILSP]014 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the ------------------------------------------------------------------------- following advantages: Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied. Truss Tyoe L/D Deflection Limits Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable o ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Loadcriteriaforflatorlow -slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these Note: The actua tllglQ may be considerably less than the de. ' dF recommendations, or past experience may warrant using O••..•• ' •••.•//Lmorestringentlimitations. Q S`t` • a • ruRNIsitNFA j ROAD AND 10 AL Kl IR CS DR UCS DING I•10716,648 • U.pBR, Nfa• fARN1i11 IVISREAD 10 ALL LLNNDIE ON INCLUDING INCll[ INSIKLCRS REF DEFLEC/(AMB Trusses is m— -1—i, care n fobrkol", Mmn;ng, shipcong, .nstall.ng and br.c;ng Refer to ono iratP@r4n; ICS) t V (nc Component Sefrty all P tion, e o and SttA> to, rofrty • • • folio• tM priorprofticespd a to p rf arninp tMse f l ht temporary bracing per RCSI. : • u.ae:: noted p/Mr.6r, top neve Iperty Ms shall DATE 10/01/14 DRWG DEFLCAMB1014vV j ( j chard shell vs properly •ttocMd structural sMetivgsJr, ct shall hOv! . PraWrly altachrd riRrd c1l;n0. 1",110, sho.n far prrnpnent lateral Email Mv as per Rb fK an or D10, OppOt Oplr. Apply p101ts end porton char • restr lint of •rbs : Alt0fOCnfOLtIO L/ 17u11 IUf\_ _ _IluvlD th Joftrussendpos.Upn es shp.n above aM on tM Jo;nt Dr tats. Wrss rotrtl othrr•isr •r • t(np ilia d .. Rtfrr to dra.;nps 16DA-2 for standard plate pos to Q ra • AN fIW COMPANY AlpYlr, o dhls.on of ]IV lWdblp [opponents Grova Inc. shall not be responsible for an devbtbn flanO •• •• `i A, I •ae OR`O`` tl dro•ing, any foeure to bund the truss In conformance allh ANSInPI I, y for hancoft. shipping. nstpll. linn t O • A seal on this drawing v cover pope I.st.g this dro•ag, indicates acceptance of profeszaarolonsib of trusses •,p 1u7ri Rrv•rpon Dm• Sult•M0 sforan .1 responsibilityth solely —sp for the orator. shorn 1M sJtoper NSI/ se of this drea•g A1. for any seruetve is LM responslWNy of lM 9Adbg Designer per ANSI/11P) 1 Sect 111 Maryland Heights. MO 63040for nye .nfornation ser this job's general notes page and these •eb antes, { IM ALPINE. ....lpnert.can; 1P1...•tpinstarg, SRCA• ...sbe.ndustryorp; ICC. •••ccsofr orb 06/09/2017 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # - 1 1 % 9 SAT4rop Project Location Address e>1'0 YSCAN V• °FpAR i As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging iMA`ONITF- 10T. SW%NcVtrw D00A. K 4- 3 A Sliding MI W%"1>005S tjooQL VV40lI. Sectional lZP fNoI, (c4p 140cia. l Roll U Automatic Other 2. Windows le Hun NA(MrID . ti7Sin Horizontal Slider N11 WtRCX>W$ Sr. &I -P66 020S.5 Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits NYC.AN (;T vewev 5 1 4 2.19 eo. I Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GzAt S HAS-'G s I+JGL S 1ot24.1 Underla ments Roofina Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles j Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofin E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds i Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/21/2017 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge ! Stats & Facts I Publications I FSC Staff I SCIS Site Map I Links I Search1ApprovalZpuseR: Public userProduct Product Approval Menu > Product or Application Search > Application Lkt > Application Debll FL # FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/21/2017 Florida Building Code Online Summary of Products Page 2 of 3 FL # I Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Approved for use in HVHZ: Yes Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930,01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0120.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 504B.odf 3'-0" x 6'-8" max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.2 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 11 FL0121.Ddf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 503B.Ddf 3'-0" x 8'-0" max nominal size. Hurricane protective system Created by Independent Third Party: Yes is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side -hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional Information. 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4334 R9 II FL0121.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 12'-0" x 8'-0" max nominal size. Hurricane protective Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA-FLo121- 05 for additional information. 14334.5 I IFiberglass mpact Rated Side -hinged Door Units - 16'-8" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-S0.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Certification Agency Certificate FL4334 R9 C CAC N1005930,01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 I1 FL0120.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/21/2017 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-B' DOUBLE DOOR WITH / WITHOUT SIDELR'ES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2, THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: nreroGennu nea AMnu oael n 7 SELF IGHTIION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ASM 0635 0.56 9N/MIN C-1 SMOKE DENSITY I ASM 02843 1 53AX TENSILE STRENGTH' I ASM 0638 I 3.2X DIFF C MPAKATIVL ItHbILL bl KLMUIN AIICK WNAINC.IVNN 4500 HOURS XENON ARC METHOD 1 13® ® ® C3 13 C3 ® 0 ® C3 aa 00:00 0 OR :00 Do: ao oa as 1011 as 110s SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELLTES WITH SIDELfFE WITH SIDELITE TABLE OF CONTENTS SHEEP / DESCRIPTION 1PICAL ELEVATIONS do GENERAL NOTES ANC R TK)NSffmLs 3 ANCHORING LOCATIONS do OETAILS OrOd tlonliL RBTil BdBr 149' WLT. OVERAU FRAME N101H 20.5' MAX 36.375' MAX. D.L.O. PANEL WIDTH 37.5' MAX. W/ASTRAL r FRAME WIDTH 00 00 n b0 13® ® ® C3 13 C3 ® 0 ® C3 aa 00:00 0 OR :00 Do: ao oa as 1011 as 110s SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W SIDELLTES WITH SIDELfFE WITH SIDELITE TABLE OF CONTENTS SHEEP / DESCRIPTION 1PICAL ELEVATIONS do GENERAL NOTES ANC R TK)NSffmLs 3 ANCHORING LOCATIONS do OETAILS OrOd tlonliL RBTil BdBr 4%AlCq WE 2111 05 swc N.T.S. 6+n er SIMS CHK. en KURT BALTIWOR a AVM4r IKG.: FLORIDA P.E. 156533 DWG—W-110120 skm of j o0 00 00 00 4%AlCq WE 2111 05 swc N.T.S. 6+n er SIMS CHK. en KURT BALTIWOR a AVM4r IKG.: FLORIDA P.E. 156533 DWG—W-110120 skm of j SEE DETAIL C.. 6- SE DETAIL r3' 3 6 14T'I E S e 3.–IFf c I ¢ _ _ SI W SEE V 0 W 0: f 3- C — I li L— S• ' ' S. z 3" - 3-• 6"Lm 6. SEE DETAIL F"• 18 x 2-1/2" 8 x 2-1/2" 1110 x 2" DETAIL "E" ASTRAGAL 10 x 5/8" ATTACH ASTRAGAL RETAINER SOLT 8 x 2-1/2" 10 x 5/8" 1110 x I" STRIKEFRAME p 10 x 1" S SHOWN. 0. 124* wafiuEo 10 x 2" •o• AddtrdmroNAlY o.oS nrx MG— DETAIL "C" 0.124' ANNE40— DE16IL "D" TYP. H•rie•edBlr uurlMw OR POUM AM 0.9621 T OUTSWING THRESHOLD io 0 f qd U DETAIL C. 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THEQiSTRUCTUREDEEPENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DEDdtATME 0150" oveaoW 0124' 1E11P. 6 x 1-1/2• PMS Dow LU,4-- • OR EQUALvDOW 832 OR EOUN. TYPICAL GLAZING DETAIL IMPACT RATED GLASS I-- N.T.S. ICHKowa en SWS r: or 6- 6- 6- '1 3- I I I G 8 AO A e W W 8 0 6• 6- I 6- 6 f m W SEE V 0 W 0: f 3- C — I li L— S• ' ' S. z 3" - 3-• 6"Lm 6. SEE DETAIL F"• 18 x 2-1/2" 8 x 2-1/2" 1110 x 2" DETAIL "E" ASTRAGAL 10 x 5/8" ATTACH ASTRAGAL RETAINER SOLT 8 x 2-1/2" 10 x 5/8" 1110 x I" STRIKEFRAME p 10 x 1" S SHOWN. 0. 124* wafiuEo 10 x 2" •o• AddtrdmroNAlY o.oS nrx MG— DETAIL "C" 0.124' ANNE40— DE16IL "D" TYP. H•rie•edBlr uurlMw OR POUM AM 0.9621 T OUTSWING THRESHOLD io 0 f qd U DETAIL C. 6- ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THEQiSTRUCTUREDEEPENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DEDdtATME 0150" oveaoW 0124' 1E11P. 6 x 1-1/2• PMS Dow LU,4-- • OR EQUALvDOW 832 OR EOUN. TYPICAL GLAZING DETAIL IMPACT RATED GLASS I-- N.T.S. ICHKowa en SWS r: or ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3"-I f— 63 6 3; to N W ~ a SEE DETAIL D_SHT. 2 I -TW O r G 40 1.25 • •• .. 4IN 0.25' HIM CL TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I I I I I 6' 8" I I 1 e N W II II II II W e O I— 6" 6-'-4— II II — 6' HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1M• 0.25' MAXSHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION I'xI/2' CORRUGATED /10X2' WOOD SCREW 3' Aim EACH END 6' FROM EACH END AND 7' OC AND 12' OC I ACCFWPC CAULK LA I CAULK CL I COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 2WODD SCREWS EACH END COMPOSITE MULLION (INTEGRAL) IWAL N.T.S. Br. er. OF 1512017 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats R Facts I Publications I FBC Staff I BCIS Site Map I Links I Search b a Product Approvalr *.,. USER: Public User a 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 FL22401 New 2014 Applied For L MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies htips!/floridabuilding.org/pr/pr appO.aspxlparam=wGEVXQwtDgvL7WPh33iXNArQsTePSWhl9uVhmiCXzgx5c7pYuRcxw°3d°63d 1/4 1512017 Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Summar of Products Florida WIding Code Online Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE LJ Validation Checklist - Hardcopy Received Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Method 1 Option A 06/08/2017 MlpsJ/floridabUlding.orglpr/pr_app 0.aspx?param=wGEVXQwtDgvL7WPh33iXNArQsTel5bJN9uVhmiCXzgx5c7pYuRcxw%3d%3d 2/4 FL * Model, Number or Name Description 22401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door - Non - Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16368.odf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16371.odf Impact Resistant: No Quality Assurance Contract Expiration Date MlpsJ/floridabUlding.orglpr/pr_app 0.aspx?param=wGEVXQwtDgvL7WPh33iXNArQsTel5bJN9uVhmiCXzgx5c7pYuRcxw%3d%3d 2/4 611512017 Florida Building Code Online Design Pressure: N/A 02/02/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03087.12df Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513976.pdf Created by Independent Third Party: Yes 22401.2 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Sliding Glass Door Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16366.12df Approved for use outside HVHZ: Yes FL22401 RO C CAC 16372.p_df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/08/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03089.ndf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513978.g_df Created by Independent Third Party: Yes 22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door - Impact Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16369.1df Approved for use outside HVHZ: Yes FL22401 RO C CAC 16370.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 11/29/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03086.pddf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513975.1df Created by Independent Third Party: Yes 22401.4 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16367.Ddf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16373.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date M4sl/RoridaWicing.orglpr/pr_app O.aspclparam=wGEVXQwIDgvL7WPh33iXNArQsToBWNWVhmiCXzgx5c7pYuRcxw%3d%3d 3l4 6/1512017 Design Pressure: N/A Other: Refer to Installation Drawing Florida Building Code Online 12/19/2021 Installation Instructions FL22401 RO II 08-03088.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513977.pd Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: FMN;;-- Credit• SCCLI1-itymE'1'ItICS' IrttpsJ/floridalxalding.orglpr/pr app dtl.asp(?param=wGEVXQwtDgvL7WPh33iXNArQsTef5b1h19uVhmiCXzgx5c7pYuRcxw°63d963d 414 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL- EXTRUDED ALUMINUM 6005-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE /14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET N0. DESCRIPTION Rfll OESCR IION 011E MPWOM 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .048' THICK MINIMUM 19. APPROVED CONFIGURATIONS: 0X0 20. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGHT/OVERHANG HEIGHT. NOTES ELEVATION, ANCHORING LAYOUTS AND CHARTS 3 PLAN VIEWS AND COMPONENTS 4 - 9 INSTALLATION DETAILS SIGNED: 0611412017 MI WINDOWS AND DOORS LLC aI' o,, 650 WEST GRATZ. PAK17030REET GENS.1l9s i 0 6SERIES120/130/140 ALUMINUM SLIDING GLASS DOOR - IMPACT 145' X 96' 0X0 NOTES TAT OFE ;ry o•'°(ORIO•? aurK swc Mo REV OB -03088 MAL1 Y1G` Luis R. Lomas P.E. FL No.: 62514 srxE aiENTS 04/18/17 1 OF 9 L ROBER70 LOM4S RE 149? WOODFORD RD LEWOSWUE, NC 27M 494a w-0609 4=00bl aspo m n c N FR HE I_ 145' MAX FRAME WIDTH _. I6• MAX AX MAX I M60.C. I 6 SERIES 120 ALUMINUM SLIDING GLASS DOOR - IMPACT 2 TRACK (OXO) EXTERIOR VIEW FINLESS 6FLANGE INSTALLATM WITH STANDARD SILL WITH 2 Sir d 3112'SILL EXTENDERS DESIGN PRESSURE RATING IMPACT RATING 15.0%SS.OPSF LARGE AND SMALL MISSILE IMPACT 2) ANCHORS PER LOCATION SEE CHART B1 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING t55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 MISSILE LEVEL D, WIND ZCWE 3 WHERE WATER PENETRATION RESISTANCE IS REOUIRED WHERE WATER PENETRATION RESISTANCE IS REQUIRED WITH STANDARD SILL AND 2 50' 6 3112' SILL EXTENDERS DESIGN PRESSURE RA77M IMPACT RATING t55.OPSF LARGE AND SMALL MISSILE IMPACT WHERE WATER PENETRATION RESISTANCE IS NOT REOUIRED NOTES: 1. MAXIMUM PANEL SIZE: 48 56'X 93 112' 2. MAXIMUMD.LO.:4058'X8S 1?' I Kv I OESCAtP110N I WE I NMMiDKD MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 145' X 96' 0X0 ELEVATION R.S. 08-03088 aatt NTS ash 04/18/17 —2 OF 9 L ROBERTO LOWS AE 143? NOOOFORD RD LEMSVILLE. NC 27023 430 -M - OW cam SIGNED: 06114/2017 R I L O E Ns 0x6 ••* PATE OF ; O•. e S 'c OR10; G J• Luls R. Lomas P.E. FL No.: 62514 CHART !1 Number of anchor beallorn ragultecl Frame He1pM Inj Frame WIO3A tlnl 7200 90.00 10&00 12&00 1 14x.00 14500 H& S Jamb H& S Jamb H& S Jamb 90.00 5 6 6 6 7 6 9 6 10 6 10 6 8100 5 6 6 6 7 6 9 6—L 10 6 10 6 90.00 5 B 8 6 7 B 9 8 1 106 10 6 0&00 5 7 6 7 7 7 9 7 10 7 10 7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 145' X 96' 0X0 ELEVATION R.S. 08-03088 aatt NTS ash 04/18/17 —2 OF 9 L ROBERTO LOWS AE 143? NOOOFORD RD LEMSVILLE. NC 27023 430 -M - OW cam SIGNED: 06114/2017 R I L O E Ns 0x6 ••* PATE OF ; O•. e S 'c OR10; G J• Luls R. Lomas P.E. FL No.: 62514 0X0 (FLANGE) 3 112' SILL EXTENDER ALUMINUM 6063-T5.06Y THICK 3/4' 7 2 5/8' 2 518' SILL EXTENDER ALUMINUM 6063-T5.062' THICK I REV I oEseaPnow I GTE I APPR09M 0X0 (FINLESS) 1 1/16' 3/16' TEMP 3/16' ANN 100' HP PVB BY EASTMAN EXTERIOR 3/16' ANN STNNLESS STEEL BOX SPACER ALUMINUM GLAZING BEAD 3/4' B1 SILICONE SEALANT INTERIOR GLAZING DETAIL SIGNED: 06/14/2017 MI DOOR LLC 650DOWS WEST MARDE ET GRATZ, PA 17030 J` 51 CENSF 94+% 0 6 SERIES 120/130/140 ALUMINUM SLIDING• GLASS DOOR — IMPACT 145' X 96' 0X0 xdo* EPLANVIEWSANDCOMPONENTSTAT OF ; DRAM DRAM 7NMREV 08-030887NTS Luls R. Lomas P.E. FL No.: 62514 swc ah 04/18/17 3 OF 9 L RMRTO LCA"S AE 1w HOMFORD RD LEW16VI" NC 27029 430-M-OW9 41mmu®lkm.mn WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BACKER ROD Ac APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8' MIN. I'_• EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT 1/4- MAX. jT- SHIM SPACE 5/8' MIN. EDGE DISTANCE 814 WOOD SCREW 814 WOOD SCREW WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOT HERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED INACCORDANCE WUNASTUE2112 k APPROVED SEALANT 814 WOZOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4* MAX. SHIM SPACE 1 3/8' MIN ENi EDGE5/ 8DISTAMINNCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4' MAX. SHIM SPACE ME I MPWVM INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 145' X 96' 0X0 FINLESS INSTALLATION DETAILS oan6 ows 110. R.S. 08-03088 VULE NTS — 04/18/17 -W4 OF 9 L ROBERTO LOAM P.E. 1132 NCODFORD RD LEMSVUE. NC 270M 134-Rss-060 /0or1 .c m SIGNED: 06114/2017 I N10' 9. PATE OF • Z F•'cL0R10*• 11/sS10NAj1 G\ N Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD do APPROVED SEALANT 5/8' MIN. EDGE DISTANCE 4' MAX. IM SPACE SMS OR DRILLING N NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I 4G ILL TO BE SET V A BED OF LPPROVED SEALANT 5/ MIN. EDGE DISTANCE 14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE LBYOTHERS BACKER ROD APPROVED SEALANT 1 r 1/4- MAX. SHIM SPACE I INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD di APPROVED SEALANT 1/4' MAX. SHIM SPACE SIGNED: 06114/2017 MI A RDEDOOR LLC R. LO 6soWINDOWS EST STET GRATZ. PA 17030 S r •'G ENS' SERIES 120/130/140 ALUMINUM SLIDING 0 5 * = METAL GLASS DOOR — IMPACT 145' X 96' 0X0 AFINLESSINSTALLATIONDETAILSD TTAT OF BSTRUCTURE Y OTHERS 5/8' MIN. EDGE DISTANCE olanc owe W. F" 0'•'' cLOR10 P• ' SS • GR.S. 08-0308808 0NA N?\ VER77CAL CROSS SECTION scar: NTS °"' 04/18/17 OF 9 METAL STRUCTURE INSTALLATION L ROBERTO LOMAS AE 432 NOOOFORD RD LEWISVILLE NC 270n Luis R. Lomas P.E. FL No.: 62514434-68810= .rom CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 – 7 SHEET 1 BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT 2 3/16- MIN 1 7/8- MIN. SEPARATION EDGE DISTANCE 1 1/4• MIN. a• . ' • • EMBEDMENT nn n n SH • IMSP CE EXTERIOR M Iw 1/4• TAPCON INTERIOR 1/4• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT ILJ LJ LJ 1/4• MAX. u—1 SHIM SPACE OPTIONAL IX BUCK SEE NOTE 3 – 7 % 1 1/4' MIN SHEET 1 ' • .a EMBEDMENT A' •. CONCRETE/MASONRY •'. BY OTHERS 2 3/16• MIN 1 7/8• MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CCNCRETE40SONRY INSTALLATION REV DESCFfPMN DUE I OPROOM 1 1/4• MIN. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. EMBEDMENT DESIGNED IN ACCORDANCE WRN ASTM E2112 1/4• MAX. MI DOOR LLC SHIM SPACE 650DWOWS E4T MARDE GRATZ, PA 17030 9s% 1 7/8' a • SERIES 120/130/140 ALUMINUM SLIDING MIN. GLASS DOOR – IMPACT 145' X 96' 0X0 TkE INTERIOR EDGE AT OF tzN owe Mo. 08-03088 R DISTANCE O//jss'/pNAI a ' S" -"E NTS I o"h 04/18/17 JMW6 OF 9 111111111\\ L ROBERM LOMIAS P.E X4v V.100 FORD RD LEMSSVILLE, NC 27029 Luis R. Lomas P.E. FL No.: 6251443#.689-0609 r9OmrnONwa eam 2 3/16' MIN SEPARATION EXTERIOR 1/4• TAPCON V .. CONCRETE/MASONRY BY OTHERS o f BACKER ROD APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTE 3 – 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEA114SONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRN ASTM E2112 SIGNED: 06/14/2017 MI DOOR LLC 0%11STET`\\to i! IL 0/J'/// 650DWOWS E4T MARDE GRATZ, PA 17030 9s% GENS SERIES 120/130/140 ALUMINUM SLIDING 0 6 GLASS DOOR – IMPACT 145' X 96' 0X0 T kEFINLESSINSTALLATIONDETAILSAT OF tzN OROM owe Mo. 08-03088 R O//jss'/pNAI S" -"E NTS I o"h 04/18/17 JMW6 OF 9 111111111\\ L ROBERM LOMIAS P.E X4v V.100 FORD RD LEMSSVILLE, NC 27029 Luis R. Lomas P.E. FL No.: 6251443#.689-0609 r9OmrnONwa eam WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD h APPROVED SEALANT INTERIOR IISTANCE MIN. REW 1 3/8• MIN. EMBEDMENT 5/8• MIN. EDGE DISTANCE 814 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE DATE I APPMM INTERIOR EXTERIOR EXTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED INACCORDANCE WTTHASTM E2112 k APPROVED JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION 814 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD do APPROVED 1/4• MAX. SEALANTE—w—lY 11 SHIM SPACE SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 1 3/8• MIN 650 WEST MARKET STREET GRATZ. PA J S • l 0M9 ENT 17030EMBSIMGEIVs •s SERIES 120/130/140 ALUMINUM SLIDING p WOOD FRAMING GLASS DOOR -IMPACT 145' X OXO OR 2X BUCK BY OTHERS 5/8• MIN FLANGE INSTALLATION DETAILS p TATEEE OF ty VERTICAL CROSS SECTION EDGE DISTANCE oftlaft owe MD. iFS • • ORIO; WOOD FRAMING OR 2X BUCK INSTALLATION 08-03088 ONAi, sutE ahNTS 04/18/17 7 OF 9 Im L RMRTO LCM4S RE 04M HOO F(M RD LEMSVALE, NC 2AW Lomas P.E. Luis R. L FL L 62514434-66610MAamss®Ifdnasp COW 5/8' MIN. acv oLs In>I ate raoom EDGE DISTANCE METAL STRUCTURE 1/4' MAX. BY OTHERS SHIM SPACE BACKER ROD1/4' MAX. 5/8. INTERIOR do APPROVED SHIM SPACE MIN. SEALANT EDGE DISTANCE 14 SMS OR SELF DRILLING SCREW X14 SMS OR L.XTERWR SELF DRILLINGL11SCREWS BACKER ROD k APPROVED SEALANT EXTERIOR INTERIOR NOTES: Y. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARm 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT METAL STRUCTURE 5/8' MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION 1/4' MAX. SHIM SPACE I -T METAL STRUCTURE BY OTHERS BACKER .. APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 145" X 96" 0X0 FLANGE INSTALLATION DETAILS ORMft VA MD. R.S. 1 08-03088 WAE NTS 1 0"2 04/18/17 ISHW8 OF 9 L RMRTO LAMAS AE 1432 WOODFORD RD LEWISVILLL; NC 2)023 4$1.688-0809 cam SIGNED: 0611412017 OM9 i pT OF • _ c 0R10P• `t.`. i/'/SS;/ONAi, aG` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 / BACKER ROD J APPROVED SEALANT EXTERIOR B" MIN. DISTANCE r• 1 1/4• MIN. EMBEDMENT 1/4• MAX. SHIM SPACE INTERIOR 1/4• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD l 1 1/4• MAX. NOT SHOWN FOR CLARITY: U 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE U 1 7/8• "• .• 1/4 MAX. k APPROVED SIGNED: 0611412017 EDGE 0%IIIIII,I/,, DISTANCE .: J S\c EN6,-. 2 3/16' •. ' .• •a .. MIN SHIM SPACE SEALANT EXTERIOR 1/4• TAPCON TAT OF qty` 5 E OF•'QlORIOP• MOM Dwc w 08-03088 lav CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK BACKER ROD OPTIONAL IX BUCK do APPROVED SEE NOTE 3 — 7 SHEET 1 SHEET 1 • 1 1/4• MIN a .••, EMBEDMENT CONCRETE/MASONRY BY OTHERS 2 3/16- MIN 1 7/8• MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEA44SONRYINSTALLATION MUMPS DLStlap M wt I opwv D 1 1/4• MIN. EMBEDMENT 1/4• MAX. NOT SHOWN FOR CLARITY: SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 7/8• "• .• INTERIOR MIN. a ' SIGNED: 0611412017 EDGE 0%IIIIII,I/,, DISTANCE .: J S\c EN6,-. 2 3/16' •. ' .• •a .. MIN SEPARATION • EXTERIOR 1/4• TAPCON TAT OF qty` 5 E OF•'QlORIOP• MOM Dwc w 08-03088 lav CONCRETE/MASONRY BY OTHERS L ROBERTO LAMAS AE 1132 M ODROW RD LEWSVILLE, RC 27an BACKER ROD OPTIONAL IX BUCK do APPROVED SEE NOTE 3 — 7 SEALANT SHEET 1 JAMB INSTALLATION DETAIL CONCRE'TEAdASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 0%IIIIII,I/,, 650 MARKET1REET GRATZ,PA 17030 J S\c EN6,-. SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 145" X 96' 0X0 sjobxdv* FLANGE INSTALLATION DETAILS TAT OF qty` 5 E OF•'QlORIOP• MOM Dwc w 08-03088 lav WALE ahNTS 04/18/17 9 OF 9 L ROBERTO LAMAS AE 1132 M ODROW RD LEWSVILLE, RC 27an Luis R. Lomas P.E. FL No.: 62514131,5884609 8urr.am Florida Building Code Online Page 1 of 4 Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer RJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Richard A. Baumann the Evaluation Report Florida License PE -36469 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 10/30/2017 Validated By John E. Scates, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ANSI/DASMA 108 ANSI/DASMA 115 TAS 201 TAS 202 TAS 203 Year 2005 2005 1994 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 6/21/2017 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Stall I SCIS Site Map I Links I Search I Honda r x•' Product Approval I USER: Public User fiy r1wtt+a aanmr ro Product Aooroval Menu > earch > Application Us t > Application Detail FL # FL14092-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Raynor Garage Doors Address/Phone/Email 1101 East River Road Dixon, IL 61021 815)285-7286 garyw@raynor.com Authorized Signature Gary Wedekind garyw@raynor.com Technical Representative Gary Wedekind Address/Phone/Email 1101 E River Road Dixon, IL 61021 garw@raynor.com Quality Assurance Representative Mike Kelm Address/Phone/Email 1101 East River Road Dixon, IL 61021 815) 285-7471 mkelm@raynor.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer RJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Richard A. Baumann the Evaluation Report Florida License PE -36469 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 10/30/2017 Validated By John E. Scates, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ANSI/DASMA 108 ANSI/DASMA 115 TAS 201 TAS 202 TAS 203 Year 2005 2005 1994 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 6/21/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 14092.1 AlumaView/StyleView Method 1 Option D 04/29/2015 04/30/2015 05/10/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: Maximum door height = 20'-0" for AlumaView, 10'-0" for SryleView 14092.2 1 AlumaView/StyleView Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +14.2/-15.8 Other: Maximum door height = 20'-0" for AlumaView, 10'-0" for SryleView 14092.3 1 AlumaView/StyleView Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +34.0/-38.5 Other: Maximum door height = 20'-0" for AlumaView, 10'-0" for SryleView 14092.4 1 Alumaview/Styleview Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27.5/-34.7 Other: Maximum door height = 20'-0" for AlumaView, 10'-0" for Styleview 14092.5 1 BuildMark / TradeMark Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.3/-32.6 Other: Maximum door height = 8'-0" Page 2 of 4 Description Aluminum sectional overhead garage door up to and including 14'-2" wide Installation Instructions FL14092 R7 11 P-2410- A.Ddf Verified By: Richard A. Baumann 36469 Created by Independent Third Party: Yes Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes Aluminum sectional overhead garage door up to and including 14'-2" wide Installation Instructions FL14092 R7 II P-2411-A.Ddf Verified By: Richard A. Baumann 36469 Created by Independent Third Party: Yes Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes Aluminum sectional overhead garage door up to and including 10'-2" wide Installation Instructions FL14092 R7 II P-2412- A.odf Verified By: Richard A. Baumann 36469 Created by Independent Third Party: Yes Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.1)df Created by Independent Third Party: Yes Aluminum sectional overhead garage door up to and including 16'-2" wide Installation Instructions FL14092 R7 II P-2420- A.Ddf Verified By: Richard A. Baumann 36469 Created by Independent Third Party: Yes Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes Steel pan sectional overhead garage door up to and including 16'-0" wide Installation Instructions FL14092 R7 II P-2416-A.odf Verified By: Richard A. Baumann 36469 Created by Independent Third Party: Yes Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes 14092.6 BuildMark / TradeMark Steel pan sectional overhead garage door up to and including 18'-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 11 P-2417-A.odf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +16.0/-18.0 Evaluation Reports Other: Maximum door height = 16'-0" http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 6/21/2017 Florida Building Code Online Page 3 of 4 IFL14092 R7 AE Product Evaluation 26-B.001 Created by Independent Third Party: Yes 14092.7 BuildMark / TradeMark Steel pan sectional overhead garage door up to and including 16'-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2419-B.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.3/-32.6 Evaluation Reports Other: Maximum door height = 8'-0" FL14092 R7 AE Product Evaluation 26-B.0f Evaluation Reports Created by Independent Third Party: Yes 14092.8 RockCreeke Insulated steel two sided sectional overhead garage door up to and including 18'-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2307-A.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/-33.1 Evaluation Reports Other: Maximum door height = 8'-0" FL14092 R7 AE Product Evaluation 26-B.Ddf Evaluation Reports Created by Independent Third Party: Yes 14092.9 RockCreeke Insulated steel two sided sectional overhead garage door up Limits of Use Installation Instructions to and including 10-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2306-A.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.0 Evaluation Reports Other: Maximum door height = 10'-0" FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes 14092.10 Showcase / Masterpiece Insulated steel two sided sectional overhead garage door up to and including 18'-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2418-A.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.0/-20.0 Other: Maximum door height = 16'-0" Evaluation Reports FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes 14092.11 Showcase/Masterpiece Insulated steel two sided sectional overhead garage door up to and including 10'-0" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-1339-F.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.0/-32.5 Evaluation Reports Other: Maximum door height = 16'-0" FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 14092.12 SteelForm/Alumaview Steel pan door with aluminum full view window sections up to and including 14'-2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 11 P-3320-B.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +44.0/-48.5 Evaluation Reports Other: Maximum door height = 24'-0" FL14092 R7 AE Product Evaluation 26-B.odf Created by Independent Third Party: Yes 14092.13 TC200 Insulated steel two sided sectional overhead garage door up to and including 10'-2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2413-A.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.0/-34.0 Evaluation Reports Other: Maximum door height = 16'-0" FL14092 R7 AE Product Evaluation 26-B.Ddf Created by Independent Third Party: Yes 14092.14 Thermaseal Standard Insulated steel two sided sectional overhead garage door up to and Including 10'-2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 II P-2414-A.Ddf http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR°/D2byCB... 6/21/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.0/-34.0 Evaluation Reports Other: Maximum door height = 24'-0" FL14092 R7 AE Product Evaluation 26-B.odf Created by Independent Third Party: Yes Page 4 of 4 14092.15 Thermaseal Standard Insulated steel two sided sectional overhead garage door up to and including 10'-2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL14092 R7 11 P-2415-A.Ddf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +13.3/-13.3 Evaluation Reports Other: Maximum door height = 24'-0" FL14092 R7 AE Product Evaluation 26-8.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovdoht 2007-2013 State of Florida.:: Privacy Statement :; Accessibility Statement ;: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office try phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldr here . Product ,A pppprjoval Accepts: 1»I ls_ — Credit Card Sate http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 6/21/2017 O ROLLER— M KSDT TOP FIXTURE DETAIL FOR DOORS LESS THAN SOD LBS ON LESS TKAH S SECTIONS TALL TOP FIXTURE DETAIL FOR DOORS ON LOW HEADROOM TRACK CENTER HINGE PVC NOAC055MOO R RA UBAR WTTOMOIERMERTATE RAIL TOP INTERMEDITATE IKX TT RAIL SELF -TAPPING SCREW (SIPER CENTER HINGEPVCeveGLAZINGRETAINER — CENTER HINGE DETAIL CODE" 17 GA (OM MINI ROLLER EDGE HINGE DEI SPOO E END STIL SCREw1Q ER LgCL111/ryFFF,A LCE NSF •:1 NO 0096{66 6 STATE OF TOP FUCTURE DETAIL TOR DOOMS OVER SOD Les AIR OVER 5 SECTIONS MGM IL_ urTHICKGLASS SECTION" LAW OMITTED FOR CLARITY OPTIONAL WINDOW DMOERS f.—•t— I ISMI SECTIONTFOCKNESS CCEKM'—R 2-TRD' RD S!1' SINGLE ENOSTUASTANDARD L 2 1316' STANDARDSOTTOM RAN. OPTIONAL TO• RA0. OPTIONAL VADE OPTIONAL TOIIDUE AND DOUBLE ENDSINE bEC1gRlOSR RAIL DETAILS SECTION AND USSR END STILE DETAIL CENTER STILE DETAIL D75 THICKALMMUM WALL DETAIL .OS THICKAUINNIM WALL 075 THICK AUASNIM YOU EXTRUSIONS EXTRUSIONS EXTRAS MAIL DOOR HEIGHT ALUMAVIEW OPTIMA . 20' - o' I STYLEVIEW WIDE PROFILE • I V - 0' A B / STYLEVIEW CUSTOM PROFILE • IO' -0' OPTIONAL DECORATIVE LOCKSREOUIREO B WINDOWANDOLPANEL ON DOORS NOTDIVIDERSTAPEDTO ELECTRICALLYEXTERIOR. 2 OVER 2 SHOW OTHER PATTERNS AVARME OPERATED MAUL SECTION HEIGHT. 26.1? CORNER BRACKET OETAIL SECTION AA I I I I Richard DN..Na..a..,.W Baumann a.,r.o..wrf.e a.a.aw n,2AS2D,a„5D AI00 FWwd A. Bourms F.PE 696465 T.PE 6 65227 656 Timber Crank Road OhonlBndS61021 TOP FUCTURE DETAIL TOR DOOMS OVER SOD Les AIR OVER 5 SECTIONS MGM IL_ urTHICKGLASS SECTION" LAW OMITTED FOR CLARITY OPTIONAL WINDOW DMOERS f.—•t— I ISMI SECTIONTFOCKNESS CCEKM'—R 2-TRD' RD S!1' SINGLE ENOSTUASTANDARD L 2 1316' STANDARDSOTTOM RAN. OPTIONAL TO• RA0. OPTIONAL VADE OPTIONAL TOIIDUE AND DOUBLE ENDSINE bEC1gRlOSR RAIL DETAILS SECTION AND USSR END STILE DETAIL CENTER STILE DETAIL D75 THICKALMMUM WALL DETAIL .OS THICKAUINNIM WALL 075 THICK AUASNIM YOU EXTRUSIONS EXTRUSIONS EXTRAS MAIL DOOR HEIGHT ALUMAVIEW OPTIMA . 20' - o' I STYLEVIEW WIDE PROFILE • I V - 0' A B / STYLEVIEW CUSTOM PROFILE • IO' -0' OPTIONAL DECORATIVE LOCKSREOUIREO B WINDOWANDOLPANEL ON DOORS NOTDIVIDERSTAPEDTO ELECTRICALLYEXTERIOR. 2 OVER 2 SHOW OTHER PATTERNS AVARME OPERATED MAUL SECTION HEIGHT. 26.1? CORNER BRACKET OETAIL SECTION AA I I I I I I I I MAMMUM DOOR MOTH -1{'- 2' INTERIOR ELEVATION TRACK AND COUNTER SAIANCE ASSEMBLIES WERE OMITTED FROM ALL DETAAS ON THIS PAGE FOR CLARITY SEE SKEET 2 FOR TRACK AND COUNTER BALANCE DETAILS DOORS TESTED PER ANSIDASMA 108 FOR STATIC AIR PRESSURE MUM OESIGNLOAD DOOR WIDTH 14'-2' 1 •25.5 1 -26.5 BLE 7 TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY FRONT MOUNT LOW HEADROOM TRACK r TRACK ANGLE MOUNT SHOWN r TRACK BRACKET MOUNT AVAILABLE 3' TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY REAR MOUNT LOW HEADROOM TRACK r TRACK ANGLE MOUNT SHOWN r TRACK BRACKET MOUNT AVAILABLE 7 TRACK ANGLE MOUNT AVAILABLE T Richard„." wwifa M/wIR. Baumann UFT CLEARANCE TRACK r TRACK ANGLE MOUNT SHOWN r TRACK BRACKET MOUNT AVAILABLE 7 TRACK ANGLE MOUNT AVAILABLE NORMAL HEADROOM — HORIZONTAL TRACK SHONM LOW HEADROOM. UFT CLEARANCE AND VERTICAL LIFT TRACK AVAILABLE 1roR ls' RADIUS JAMB ANGLE Alf GALVAtM STEEL_ ATIRE= PER VE— TAGIWTH(7ISSnr X C TAO SCREYY7 VERTICAL TRACK TRACK ASSEMBLY BOLT SIf K W TRACK lKAT W TH SIf FHT¢ HVT mP) WTRACK Rldwd A. Baumann TYPICAL TRACK INSTALLATION F.P.E 036469 BRACKET MOUNT T.P.E S 65227 W000 JAMBS 696 Timber C(OAc RDW Dhm IBnda 51621 VERTICAL UFT TRACK r TRACK ANGLE MOUNT SHOWN r TRACK BRACKET MOUNT AVAILABLE 7 TRACK ANGLE MOUNT AVAILABLE CONTINUOUS ANGLE 17 G IAF WOCALVAHQED STEEL F011 r TRACK I I G 1J IF WOCALVANZED STEEL FORT TRACK ANGLE LE TO STRUCTURE I I 1 0 gyp) TRACK T lr 6' TYPICAL TRACK INSTALLATION ANGLE MOUNT WOOD, STEEL OR MASONRY JAMBS 1 PANEL MADE a MAX WIOTH 2 PANELS WOE 7 - r MAx vAoTH 3 PANELS WOE 17 - r MAx WIDTH 4 PANELS WADE 14'.r MAX MOTH CENTER STILE AND PANEL LAYOUT INTERIOR VIEW INTERMEDIATE SECTION SHOWN OPTIONAL INTERIOR LOCK DETAIL SIS' MINIMUM TRACK SHEET STRIKE PLATE METAL 1 SAl's 11/r a DSS SCREW LOCK BAR 4) REDO 3W % 1/4' TRACK BOLTAVHIZ NUT U16 -18X 314• Z) PER STRIKE PLATE END STILE OPTIONAL INTERIOR LOCK DETAIL SIS' MINIMUM 2.75 2.75 1.00 1.13 1.33 7.19 1.50 1..3 O O O 0 t11 tog O O SCALE 1 2 SCALE. 12 0 r TRACK BRACKET 7.19 7.19 r TRACK 9.00 .110 GALV STEEL Ass MIN. GALV. STEEL 0 O 1.10 4 1.50-F•--a•I O 1.So 0 O O O O0AM3I.2 SCALE 12 .19 O CENTER FOEHINGEEOG 3.11 HINGE 3 045 GALV. STEEL .01111 GAMSTEEL 111.50 SCALE 12SCALE 1.2 CORNER BRACKET(.006 MIM 1' TRACK BRACKET SCALE 1.2 GALV. STEEL .110 GALV. STEEL 3- TRACK (OPTIONAL) 105 GALV. STEEL 5.19 1.S0 O 5.011 3.0o O IL o L O 01.81 SCALE 12 L0 .13 µoz_ S' TRACK BRACKET 111 GALV. STEEL SCALE 1: 2 0 TRACK BOILER O SCALE 1: 2 JAMB ANGLE I.0 O .079 GALV. STEEL 4A 8. 4 J 4aP v G E NSF•9,,''S Qp N° 0036469• 'yZ Z tss 2ye T / 4 L 1112 T R 22 ' 0.42 IISCALE12SCALE: 12 LIGHT COKIaRICAL TOPFIXTURE9STATEOF : WW FOR 000Rs s SECTIONS HIGH OR LESS) oR ee 01 Q m SI16 i 50 ; P ' 2 ` .OSS GALV. STEEL ATTACHEO TO LIGHT COMMERICIAL TOP FIXTURE gS ON.... xx PATH (2) TRACK BOLTS ANO WHIZ Nt7TS SCALE 1: 1 0 . sa SCALETRACK 1T 1 91 t111 tS5 RETAINING NUT Richard °''" phwAlknw tWm M ° 0 0 m . 52 o.wa Nn 4glne hgoa Baumannm ol 7A1 ° 4.05 2.39 O 0 51111 W1e.3017As27 ,au.,s osna 0 0 .75 x25 TF9 SCALEAA SCALE: 11 Q SHEET METAL SCREW HEX HEAD LAO SCREW SCALE 1: SLIDE LOCK ( OPTIONAL) 2.12 CASE .0119 GALV. STEEL ROdwd A. Baum SCALE 1. 2 p - F.P.E 03099 HEAVY COMMERCLAL TOP FIXTURE .. a mo•e AL AV wLiuo989T71mE.1 SSMreA Road .110GALV.STEEL v. a, slnEv, Ew Ob=IBnds91021 n P-2410 STEEL JAMB STRUCTURAL STEEL r OTHERS. YKr MN THICKNESS SEE NOTE S THREAD CURING SCREW —/ Inc X Sr W TH SNr FLAT WILIER, STARTING r ABOVE THE FLOOR THEN XOC SECTION=? THE / - 1JAMSBV1•wN J// VERTICAL TRACK TRACK ASSEMBLY ATTACHMENT TO STEEL JAMB r TRACK ANGLE MOUNT TURNED N SHOMI 7 TRACK ANGLE MOUNT AVAILABLE WOOD OR MASONRY SEE NOTE S WOOD BACK JAMB—' I-- SEE CSEEJAMBATTACHMENTOETAL FOR ANCHORAGE REOMRFIENB Dl0 By 1• MIN. VERTICAL TRACK TRACK ASSEMBLY ATTACHMENT TO WOOD BACK JAMB r TRACK ANGLE MOUNT TURNED N SHOVW 7 TRACK ANGLE MOUNT AVAILABLE Feg0,I'i G E Hi gF.,119 i Q •No 0036469Cr yZ 10. STATE OIF :,z t O n %ID.. slONA16'll Richard °""°"'"ftd$— Rkhwd A. BTIUTAM BHL"'N0ii4a- F.P.E *36468 •D Hr TASIwI w. 696 TTMON CIBBIL Road Baumann p110H70L7,IQ1 OkoRIBRa461021 MASONRY JAMBSEENOTES TREATED 2X6 WHEN MINIMUM EDGE DISTANCE O 1 716 O D 0 0 O D o EMSEOMENT o O O ANCHOR N VEOGE ANCHOR W TH Lr FLAT VVSWPL ANCHORS BY OTHERS STARID10rACOVETHE FLOOR THEN K O. C. fdR 7 EMBEDMENT OR X 0 C FON / SW EMBEDMENT DOOR HEIGHT VERTICAL TRACK 2000 PSI CONCRETE 0611 TRACK ASSEMBLY ATTACHMENT TO MASONRY JAMB r TRACK ANGLE MOUNT TURNED OUR SHOVM 7 TRACK ANGLE MOUNT AVAILABLE WOOD OR MASONRY SEE NOTE S WOOD BACK JAMBS SEE IAMB ATTACHMENT OETAL FOR ANCHORAGE REOUIREMEMS HEX HEAD LAG SCREW LIr A Lav WITH Sp FLAT v4LSHER. SPACING STARINGS' FLOOR Hr MAK oN GEHIEA VERTICAL TRACK TRACK ASSEMBLY ATTACHMENT TO WOW BACK JAMB r TRACK ARGUE MOM TUNED OUT SHONII 7 TRACK ANGLE MOIM AVAILABLE it. -HIn DVHLUCA HNYMVH• ALLOWABLE MAXIMUM ON JNNB TYPE EMBEDMENTE'E TENSION CENTER DISTANCE . _._ __•_..- 2000 PSI CONCRETE JAMB ATTACHMENT NOTES 1. 1/P DIAMETER ANCHORS REQUIRE SW MIN. 0.0. STEEL WASHER 2. 5116' AND 3W DIAMETER FASTENERS REQUIRE 7Mr MIN OD. STEEL WASHER 3. MAXIMUM POSITIVE LOAD PER JAMB • (IV-- X 25.5 PSF) 12 161 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMS • (N'.r X 2S.S PSF) 12 202 LBS PER FOOT. S. DESIGN OF THE SUPPORTING STRUCTURE SHWJ. BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMS LOADS LISTED IN NOTES 3 AND 4. 6. ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL ENGINEER TREATED 2X6 WHEN MOUNTING TO MASONRY CONSTRUCTION. UNTREATED 2X6 MAY BE USED ON WOOD CONSTRUCTION. DOOR HEIGHT TREATED 2XG 02 DOUGLAS FIR OR BETTER WOOD BUCK WHEN MOUNTING TO MASONRY JAMBS. MAXIMUM UNTREATED 2X4 02 JAMB FASTENERS DOUGLAS FIR OR SPACINGFOR JAMB LOADS BETTER MAY BE USED ON WOOD JAMBS SEE CHART FOR BACK JAMB ATTACHMENT TO STRUCTURE DOOR 6 WIDTH JAMB ATTACHMENT it. -HIn DVHLUCA HNYMVH• ALLOWABLE MAXIMUM ON JNNB TYPE EMBEDMENTE'E TENSION CENTER DISTANCE . _._ __•_..- 2000 PSI CONCRETE JAMB ATTACHMENT NOTES 1. 1/P DIAMETER ANCHORS REQUIRE SW MIN. 0.0. STEEL WASHER 2. 5116' AND 3W DIAMETER FASTENERS REQUIRE 7Mr MIN OD. STEEL WASHER 3. MAXIMUM POSITIVE LOAD PER JAMB • (IV-- X 25.5 PSF) 12 161 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMS • (N'.r X 2S.S PSF) 12 202 LBS PER FOOT. S. DESIGN OF THE SUPPORTING STRUCTURE SHWJ. BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMS LOADS LISTED IN NOTES 3 AND 4. 6. ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL ENGINEER Florida Building Code Online Page l of 5 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge 1 Stats & Facts Publications I FSC Stag I SCIS Site Map I Links I Search Florida a' Product Approval USER: Public User c Product Approval Menu > Product or Aoolicatlon Search > Application Us t > Application Detail FL # F1.15217-114 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report 2005 Florida License PE -62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE ASTM E330 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/21/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/25/2015 Date Validated 06/30/2015 Date Pending FBC Approval 07/06/2015 Date Approved 08/19/2015 Summary of Products Page 2 of 5 Go to Page 0 0 Pagel/20 0 FL it Model, Number or Name Description 15217.1 SERIES 5500 PVC SH SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL 84X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-01928A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS217 R4 AE 512636A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01927A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512635A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.3 SERIES, 5500 PVC SH SERIES 5500 PVC SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 If 08-02719.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513503.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00261E.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00262E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FLIS217 R4 AE 510338C.odf Created by Independent Third Party: Yes 15217.5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-01333B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 511943C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15217.6 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-00265E.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00266E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FLIS217 R4 AE 510340D.Ddf Created by Independent Third Party: Yes 15217.7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No I FL15217 R4 II 08-01217B.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/21/2017 Florida Building Code Online Approved for use outside HVHZ: Yes FL15217 R4 II 08-01218B.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FLIS217 R4 AE 511797C.Ddf Created by Independent Third Party: Yes Page 3 of 5 15217.8I SHRIES GA 195 ALUMINUM TRIPLE I SERIES GA 195 HEAD AND SILL 108X72 ALUMINUM TRIPLE S NI CONTINUOUS Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-02247A.odf Approved for use outside HVHZ: Yes Verified By: LUIS ROBERTO LOMAS 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512967A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00255D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 lI 08-00256D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510335D.odf Created by Independent Third Party: Yes 15217.10 SERIES GA 195 ALUMINUM TWIN SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD SH AND SILL 105 3/8X71 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-00049D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00108D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510053D.Ddf Created by Independent Third Party: Yes 15217.11 I BSERIES I ROKEN GAA 275 LUMINUM THERMLLY 148XIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-00815D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 11 08-00816D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511360C.Ddf Created by Independent Third Party: Yes 15217.12 I BSERIES IROKEN AL275 UMINUM THERMALLY 11SERIES / 8X90 GA 275 THERMALLY BROKEN ALUMINUM SH NI 55 I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 11 08-02735.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS217 R4 AE 513519.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 115217.13 I SERIES BROKENGAL UMI NUM SH84A 275 ALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-02715.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS217 R4 AE 513497.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.14 I SERIESIBROKEN ALU275 MINUM THERMLLY 136X60 FINLESS SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15217 R4 II 08-02720.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDyv3yVVKJZIQ... 6/21/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL, EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE 60 PENNY NAILS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE b6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13, FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 5 ELEVATIONS 6 - 8 INSTALLATION DETAILS REV19oNS I REv I oESCRVMN I are I - 14. ALL FASTENERS TO BE CORROSION RESISTANT. 15. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0 METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM SIGNED: 06111/2015 MI WINDOWSLLC LR 111 o W. CROSBY RD. CARROLLTON. TX 75006 J\ GENs; S 0 *= SERIES 5500 SINGLE HUNG WINDOW*• 48" X 72" - NON -IMPACT NOTES a 1 TAT6OF O•• - iFSs OR1 G` NAjI DRUM. N.G. No. 08-02719 IRU snuE DATE sNEETNTS06/10/15 1 OF 8 A FF HE SERIES 5500 SINGLE HUNG WINDOW RECTANGULAR EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 15OPSF NONE 6' MAX ANCHORS TO BE EOUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REOUIREO ins I S I CESCRWM n I DATE I NPPW#W CHART n Maximum design promrs Fame Fro me Wdth On) HNOM 17.00 21.00 1 21.00 1 27.00 J0.00 $3.00 $0.00 J1.00 42.00 1400 0.00 on) Pas INp Pos Nq Pot Nq Pus Np Pns Nq Poa Ng Pm Np Poa Nq Pot Ng Poa Np Pot Np 21.00 75 0 75.0 75.0 75.0 T5.0 75 0 75.0 75.0 75.0 75. 0I 750 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 750 30.00 750 7s.0 7s.0 75.0 75.0 75.0 75.0 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.00 750 75.0 75.0 75.0 T5.0 7s.0 750 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 4L00 75.0 7S.0 75.0 750 750 7S.0 75.0 75.0 750 75.075.0 75.0 75.0 750 75.0 7S.0 75.0 74.5 74.5 68.6 66.6 11.00 750 75.0 75.0 75.0 750 75.0 750 7S.0 75.0 75.075.0 75.0 75.0 75.0 75 0 7S.0 75.0 662 66.2 02.5 02.5 64.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 TS.O 702 702 67.5 67.5 S8.0 56.0 60.00 75.0 75.0 75.0 15.0 75.0 7S.0 75.0 75.0 TS.0 75.0 75.0 75.0 75.0 75.0 75.0 06.7 06.7 60.0 60.0 54.5 54.5 75.0750 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 72.7 727 64.2 612 57.1 571 51,9 51,0 7L00 75.017501 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75 0 75.0 75.0 71.4 71.4 02.5 02.5 SS.6 ss.6 150.0 150 0 Frim. valght In ersss whom water rodaunco Is roqulred, posldM design promm Is limited is .50.0psT CHART 12 MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" - NON -IMPACT FIN ELEVATION N.G. 1 08-02719 v"r NTS 'TE 06/10/15 1 S"E72 OF 8 SIGNED: 0601/2015 11k I IL D/zi i 7jo5 E OF •1; O. * BONA j1 G\N 6" MAXTO-C. 40 MAA. IKr1MG PYIUM 18" MAX 6' MAX 18' MAX 01 C. O 2' AX 4ME GHT X 6' MAX SERIES 5500 SINGLE HUNG WINDOW RECTANGULAR EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 15OPSF NONE 6' MAX ANCHORS TO BE EOUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REOUIREO ins I S I CESCRWM n I DATE I NPPW#W CHART n Maximum design promrs Fame Fro me Wdth On) HNOM 17.00 21.00 1 21.00 1 27.00 J0.00 $3.00 $0.00 J1.00 42.00 1400 0.00 on) Pas INp Pos Nq Pot Nq Pus Np Pns Nq Poa Ng Pm Np Poa Nq Pot Ng Poa Np Pot Np 21.00 75 0 75.0 75.0 75.0 T5.0 75 0 75.0 75.0 75.0 75. 0I 750 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 750 30.00 750 7s.0 7s.0 75.0 75.0 75.0 75.0 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.00 750 75.0 75.0 75.0 T5.0 7s.0 750 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 4L00 75.0 7S.0 75.0 750 750 7S.0 75.0 75.0 750 75.075.0 75.0 75.0 750 75.0 7S.0 75.0 74.5 74.5 68.6 66.6 11.00 750 75.0 75.0 75.0 750 75.0 750 7S.0 75.0 75.075.0 75.0 75.0 75.0 75 0 7S.0 75.0 662 66.2 02.5 02.5 64.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 TS.O 702 702 67.5 67.5 S8.0 56.0 60.00 75.0 75.0 75.0 15.0 75.0 7S.0 75.0 75.0 TS.0 75.0 75.0 75.0 75.0 75.0 75.0 06.7 06.7 60.0 60.0 54.5 54.5 75.0750 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 72.7 727 64.2 612 57.1 571 51,9 51,0 7L00 75.017501 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75 0 75.0 75.0 71.4 71.4 02.5 02.5 SS.6 ss.6 150.0 150 0 Frim. valght In ersss whom water rodaunco Is roqulred, posldM design promm Is limited is .50.0psT CHART 12 MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" - NON -IMPACT FIN ELEVATION N.G. 1 08-02719 v"r NTS 'TE 06/10/15 1 S"E72 OF 8 SIGNED: 0601/2015 11k I IL D/zi i 7jo5 E OF •1; O. * BONA j1 G\N 48 -MAX. FRAME 6' MAX[ i8" MAX O.C. I V/ 6" MAX 1REl o 9% 0 18 0 A\ r,•v\G ,1P 0 5 *: MAX SERIES 5500 SINGLE HUNG WINDOW*• FRAME 44r g TAT Of : f X 4 T- 6" MAX SERIES 5500 SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE MAX ANCHORS TO BE EOUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REOUIREO REVWN5 ocstamtartI are I MPROKO CNwRT/1 Max MUM design -re (PSO Frame Frame width On) Height 16.00 21.00 21.00 27.00 J0.00[ 75.075.0 30.00 76.00 12.00 16.00 48.00 PN Ppf Np Pos Nq Pos Nq Pw Np Pw Nqp Pw Np Poa Nq Pm Np Poe Nq Pm Np 20.00 7S.0 75.0 75.0 75.0 7S.0 7S.0 75.0 75.0 75.0 75.5.0 75.0 75.0 75.0 7S.0 750 75.0 75.0 TS.O 75.0 75.0 30.00 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 6.00 75.0 75.0 75.0 75.0 T5.0 7S.0 75.0 75.0 75.0 75.5.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75. 0r5l 75.0 12.00 7S.0 75.0 75.0 75.0 750 75.0 75.0 75.0 750 75.S.0 75.0 75.0 75.0 75.0 7S.0 75.0 71.5 71.5 66.6 N.00 LSO 7S.0 75.0 TS.O 75.0 75.0 7S.0 7S.0 7S.0 75.7S.0 7S.0 75.0 75.0 75.0 7$.0 7S.0 662 662 62.5 0.00 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 7S.0 75.0 7S.75.0 75.0 75.0 ?SO 75.0 702 702 63S 63.5 56.0 60.00 75.0 75.0 75.0 750 7S.0 75.0 75.0 7$.0 75.0 7575.0 7S.0 75.0 750 75.0 66.7 66.7 600 60.0 51.5 66.00 7s.0 7s0 75.0 75.0 75.0 75.0 750 150 75.0 75.0 75.0 750 75.0 75.0 72.7 72.7 612 61.2 57.1 57.1 $16 72.00 75 0 7S.0 75.0 75.0 75.0 75 0 75.0 75.0 75.0 75 0 75.0 75.o 7S.o 75.0 71.1 71.1 62.S 62.5 55.0 55.o 50.0 In arses when wear resistance Is rsqulred, positive design pressure Is limited to +50.0psf SIGNED., 06/11/2015 AND LLCMIWINooWw. 1REl o 9% CROSBS Y RD. CHART 62 CARROLLTON. TX 75006 A\ r,•v\G ,1P 0 5 *: SERIES 5500 SINGLE HUNG WINDOW*• 48" X 72" - NON -IMPACT FIN ELEVATION 44r g TAT Of : COR10t; DRAWN:owc N.Garc NO. o8 -0022x719 rev Number of anchors required Frame Frame width (in) Height 11.00 SA00 27.00 J0.00 77.00 J6.00 J6.00 IJ.00 1100 16.00 in) HdS mbNt-';gm; H65 mONdS Jamb !U-3- mb NdS mDNdS mb HdS amDNdS amb HAS amONdS m0 21.00 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 7 2 3 2 0.00 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 7 2 3 2 36.00 2 L 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 12.00 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 J 3 3 3 3 3 16.00 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 51.00 2 1 2 1 2 1 2 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 60.00 2 1 2 1 2 1 2 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 66.00 2 1 2 1 2 1 2 1 2 1 3 1 3 1 3 1 7 1 3 1 3 1 72.00 2 5 2 S 2 5 2 5 2 S 3 S 3 5 3 S 3 S 3 S 3 5 SIGNED., 06/11/2015 AND LLCMIWINooWw. 1REl o 9% CROSBS Y RD. NSA. CARROLLTON. TX 75006 A\ r,•v\G ,1P 0 5 *: SERIES 5500 SINGLE HUNG WINDOW*• 48" X 72" - NON -IMPACT FIN ELEVATION 44r g TAT Of : COR10t; DRAWN:owc N.Garc NO. o8 -0022x719 rev NTS 06 10 15 3 OF 8 7 N FR HE 48'MAX FRAME WIDTH 6' MAX 18" MAX 6" MAX O.C. 11 6" MAX 18"MAX O.C. L O 2" ax IME GHT Y 4 6' MAX SERIES 5500 SINGLE HUNG WINDOW RECTANGULAR EXTERIOR VIEW FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE ANCHORS TO BE EQUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REQUIRED RENgONS DESCRIPTION GATE I APPROVED GW1R793 Maximum design promr9 Frame Framelddth (in) Height 19.00 21.00 24.00 J7.00 30.00 31.00 16.00 t9.o9 4100 45.00 48.00 04) Pas Ng Poe[ 7&,..0 Pox Nov Pox Nov Poe Ng Poe Ng Par Ng Pox Ng Pox Ng Pox Ng Pas Ng 24.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 T5.0 75.0 7$0 75.0 75.0 75.0 7S.0 75.0 75.0 7S.0 75.0 75.0 20.00 75.0 75.0 75.0 75.0 75.0 750 75.0 7S.0 75.0 75.0 75.0 7$.0 75.0 T5.0 7S.0 7S.0 75.0 75.0 75.0 750 75.0 16.00 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 7S 0 750 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 7S.0 7501 4zoo 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 7S.0 7S.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 74.5 74.5 66.6 66.6 48.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 7S.0 TS0 7S.o 75.0 662 663 62.5 6z$ 61.00 75.0 7S.0 7S.0 7S.o 7S.o 7S0 7S.0 75.0 7S.o 75.0 75.0 75.0 75.0 75.0 75.0 703 703 63.5 61.S 56.0 $6.060.00 75.0 75.0 75.0 . 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 750 75.0 J5.0 06.7 66.7 80.0 60.0 $4.5 54.5 66.00 75.0 75.0 750 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.7 72.7 642 64.2 57.4 57.1 51.9 51.9 72.00 750 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 750 750 71.4 714 6zS 6zS 55.6 SSA SO.0 50.0 In areas whom water resistance Is requlmd, positive design promm U limited to a50.0pof Height IIM CHART u MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" - NON -IMPACT FINLESS ELEVATION MAWN: owC NO. N.G. 1 08-02719 saes NTS I CAE 06/10/15 1 SHEET4 OF 8 SIGNED: 0611112015 GENSF9`p o 5 TATE OF • O. '4r i!,SS ONA j1 GA 48' MAX FRAME 6' MAX --I - 18" MAX I O.C. rI I I / 1 6' MAX 18 MAX 72 }I- MAX FRAME HEIGHT / Y 4 6 MAX SERIES 5500 SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE MAX ANCHORS TO BE EOUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REOUIRED REN90NS OESC FMN DATE I nPPRMW cw1RT 03 Maximum design pressure (ps7 Frame Frame width (I Haight 15.00 21.00 2400 27.00 $0.00 $3.00 $4.00 19.00 42.00 11.00 41.00 On) Pas Nay Por Key Pas Meg Por Nog Por Keg Pos Keg Par Nag Pos Keg Pas Neg Pot Nov Por Meg 24.00 75.0 75.o 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 750 75.0 75.0 750 7S.0 75.0 75.0 75.0 0.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75 0 75.0 75.0 7S.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 0.00 75.0 7So 7S.0 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 4A00 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 745 74.S 68.6 05.6 48.00 7S.0 75.0 75.0 75.0 75.0 75.0 7s 0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 7S.0 75.0 71.0 882 08.2 62.5 62.5 61.00 75.0 75.0 750 75.0 75.0 75.0 75.0 75.017S.0 75.0 75.0 75.0 75.0 750 75.0 75.0 702 702 63.5 63.5 58.0 58.0 10.00 75.0 7s.0 750 75.0 75.0 75.0 75 0 75.0 75.0 75 0 75.0 75.0 75.0 75 0 75.0 75.0 667 60.7 $0.0 60.0 SCS $4.5 LL00.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 71.0 75.0 75.0 72.7 72.7 04.2 642 57.4 57.4 11.0 51.972.00 75.0 75.0 75.0 75.0 71.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.4 71.4 62.1 02.1 55.6 55.8 50.0 'r., I, M areas where water resistance Is rsqulred, positive design pressure Is limited to +50.Ops7 1bIgM on) er MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON. TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" - NON -IMPACT FINLESS ELEVATION MINN, OK No. N.G. 1 08-02719 X" NTS 06/16/15 19Eu5 OF 8 SIGNED: 06/11/2015 0 F5 7 STATO OF • : lill v s MNA j1 aG Iv`` II EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4- MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 EXTERIOR STRUM BY 0 INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/2" MIN. EDGE DISTANCE 4" MIN EDGEDISTANCE aEv W000 FRAMING METAL F7m EDGE DISTANCE OR 2X BUCK BY OTHERSloci STRUCTURE 1 1/4" MIN, BY OTHERS I A BED OF 10 WOOD J PPROVEO EMBEDMENT EALANT 1/,- MAX. 1/1- MAX. 3/4" M SHIM SPACE SHIM SPACE EDGE DISTANCE SHIM SPACE WOOD EW 10 SMS OR SELF DRILLING SCREW 10 SMS OR SELF DRILLING SCREWS / J/ ri METAL STRUCTURE BY OTHERS EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4- MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 EXTERIOR STRUM BY 0 INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REYa4DR9 OEscwnDR 1/4" MAX, Fr SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE i INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" — NON—IMPACT FRAME INSTALLATION DETAILS DRAWN, 7;D'NO N.C. 08-02719 V-' NTS ° iE 06/10/15 —R6 OF 8 DATE I APPROVED SIGNED: 06/11/2015 r •v GENSF9iP y M. OOFMAL II I 1 1/4" MIN. EMBEDMENT L_ 1/2" MIN. EDGE DISTANCE ILL TO BE SET I I A BED OF 10 WOOD J PPROVEO SCREW EALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REYa4DR9 OEscwnDR 1/4" MAX, Fr SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE i INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 5500 SINGLE HUNG WINDOW 48" X 72" — NON—IMPACT FRAME INSTALLATION DETAILS DRAWN, 7;D'NO N.C. 08-02719 V-' NTS ° iE 06/10/15 —R6 OF 8 DATE I APPROVED SIGNED: 06/11/2015 r •v GENSF9iP y M. OOFMAL II I 2 1/2" MIN. 9oH5 EDGE DISTANCE COMMONw>E rvaovco CONCRETE/MASONRY BY OTHERS E a • • 1 1/4" MIN. OPTIONAL 1X BUCK ' a EMBEDMENT 1 1/4" MIN. TO BE PROPERLY I EMBEDMENT SECURED SEE NOTE 3 SHEET I CONCRETE/MASONRY BY OTHERS a j1/4" MAX. OPTIONAL 1X BUCK TO PROPERLY v 1/4" MAX SHIM SPACE SHIM SPACEO BE SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON INTERIOR 3/16" TAPCON v " c 2 t/2' EXTERIOR TERIOR MIN. EDGE a DISTANCE EXTERIOR JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT NOTES: O 1/4- MAX. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, OPTIONAL IX BUCK O 0 SHIM SPACE NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BYOTHERS TOBE TO BE PROPERLY SECURED DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 SHEET 1 r CONCRETE/MASONRY SIGNED: 0611112015 BY OTHERS d MI WINDOWS AND DOORS, LLC a• W. B uIIIIIIIi,, ft Lo CARROLLTON. X1001 75006 SERIES 5500 SINGLE HUNG WINDOW*• 0 5 # 4A X 72" — NON—IMPACT FRAME INSTALLATION DETAILS a A 0 TAT VERTICAL CROSS SECTION OF tom ORAWN: i•n•• no. aEv p. -,A- FssIONRAj1G\\` TION 08 02 19 EADANDSIELLASHOWNIJAMBSS/ MILARNSTOILLA a WALE NTS 06/10/15 7 OF 8 Arrnvvc SEALAh BEHIND FI 16 W00 SCRE 3/8" h EDGE DISI a lA"s acv ocwavnOm a>E Awa 0 WOOD NOTES., I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FRAMING O O NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4" MAX. 1 4" MAX 1 SHM SPACEF DESIGNED IN ACCORDANCE WITH ASTM E2112 SHIM SPACE r WOOD FRAMING 1/4" MAX SHIM SPACE EDGE DISTANCE BY OTHERS MI WINDOWS AND DOORS, LLC 6 WOOD d6 WOOD SCREW INTERIOR SCREWFRAMING 1 1/4" MIN. O EMBEDMENT IDS APPROVED VERTICAL CROSS SECTION I I _ LLO== APPROVED EXTERIOR SEALANT 3/8" MIN BEHIND FIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON SIGNED: 06/11/2015 R I IL O1 ii en1SF9s'; S AT R% acv % O. et R% NOTES., I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, O O NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 4" MAX 1 SHM SPACEF DESIGNED IN ACCORDANCE WITH ASTM E2112 3/8" MIN EDGE DISTANCE MI WINDOWS AND DOORS, LLC 6 WOOD WOOD 1001 W. CROSBY RD. CARROLLTON, TX 75006 SCREWFRAMING 1 1/4" MIN. BY OTHERS SERIES 5500 SINGLE HUNG WINDOWEMBEDMENT 48" 72" — NON—IMPACT APPROVED VERTICAL CROSS SECTION FIN INSTALLATION DETAILS SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION BEHIND FIN HEAD AND SILL SHOWNJAMBS SIMILAR AWN' UNG "o' N.G. 1 08-02719 NTS — 06/10/15 1 SmEET8 OF 8 SIGNED: 06/11/2015 R I IL O1 ii en1SF9s'; S AT R% acv % O. et R% a Fl9rida Building Code Online Page 1, of 2 SCIS Home I Lop In I User Registration Mot Topics I Submit Surcharge i Stats 8 Facts I Publications I FBC Stall' I SCIS Site Map I Links I Search Florida ra 0USoduct Approval USER: Public User t mr Product Approval Menu > Produ[t or Aoolkatlon Scarth > Application List > Application Detail FL # FL12196-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 662) 252-9991 Ext 231 joe.lundine@kpproducts.com Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 1994 1994 http://www.floridabuilding.org/prlpr_app_gtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 6/21/2017 Florida Building Code Online Date Submitted 03/08/2016 Date Validated 03/11/2016 Date Pending FBC Approval Date Approved 03/13/2016 Summary of Products r i Page 2 of 2 FL # Model, Number or Name Description 12198.1 Aluminum Soffit SP -600 SP -600 16" Vented Aluminum Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102301.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/01/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 16.515" FL12198 R4 II 15102101.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.2 Vinyl Soffit D5 D5 10" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 11.384" FL12198 R4 11 15102102.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R4 11 15102102.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bach Neat Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487,1824 The State of Florida Is an ANEW employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Stat".,.h"nr :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b=e . Product Approval Accepts: WR® Credit Card Sate http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 6/21/2017 MIAMbDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.eov/economy Kaycan 1 Memorial Drive. Richford, VT 05476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami -Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Model SP-60016"Aluminum Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0003, titled "SP -600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, 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 Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. 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 # 15-0612.15 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016qZ/V,I Page 1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0612.15" 1. Drawing No. KAY0003, titled "SP -600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # OS -0802.03" 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP -600 prepared by Architectural Testing, Test Report No. 55982.02-122-18, dated 07/18/2005, signed and sealed by S. M. Urich, P.E. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03-122-18, dated 04/26/2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0802.03" 2. Anchor calculations prepared by H. R. Engineering, Inc., pages 1 through 3, dated 07/25/2005, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0612.15" 1. Statement letter of code conformance to 51 edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. 2. 3. Submitted under NOA # 12-0124.04" Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # I1-0325.03" Distributor agreement dated 04/25/2011. E-1 A, /, tv, 0 ;& Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 KAYCAN BUILDING PRODUCTS a SP- 60016"ALUMINUMSOFFIT - VENTED INSTALLAHONAMWORAGE DETAILS $ a PPOP a OENERALNOTEB: 1. THIS PRODUCT NAB BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FOC)- BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE SECTIONS OF THE FBC PERTAINNO TO THE HIGH VELOCITY HURRICANE DONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS -202 AND TAS80.T. IMPACT TESTING TO TAS -201 t8 NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAS 2D2 WERE DIVIDED BY 1.5 AS REQUIRED BY THE CURRENT EDITION OF THE FSC -BUILDING AND RESIDENTIAL VOLUMES, 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT I68982D2.121/6. INCLUDING ASSOCIATED LABORATORY STAKED DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE. MWNRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SWAT SNAIL BE DETERMINED TO BE CAPABLE OF WITHSTANOINO AND TRANSFEARINO APPLIED PRODUCT LOADS TO THAT STRUCTURE AND 18 THE RESPONBIOIUTY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. 6. INSTALLATION OF SOFFIT ACCESSORIES AND AOCESSONGS SUCH AS CORNER POSTS, STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL VOLUMES AND THE MARUFACTURER'S INSTRUCTIONS. 0. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDINO AND RESIDENTIAL VOLUMES. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EOITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES . 0.1. 0.7 8G INCWLWEAL FT. INSTALLATION NOTE6: I. ANCHORS SHALL BE THE TYPE. SIZE, EMBEDMENT AND WOE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE 2, INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE BATTEN INSTALLATION' AND 'SOFFITINSTALLATION' BECTOON$ ON SHEETS 3AND 4. 3, MINIMUM EMIREOMENT AND EDGE OISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LOURED TO STUCCO, FOAM. BRICK VENEER AND SIDING), 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE SB x r WOOD SCREW OR BB x 3' TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 24' O.C. ALONG BATTEN LENGTH. 3, FOR INSTALLATION OF SOFFIT TO BATTEN USE012' DIAMETER x 1-1R' LONG SMOOTH, SCREW OR RING SHANK ROOFING NAIL WITH Wr DIAMETER HEAD, 6. ALL FASTENERS $WW.HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIAL& ALUMINUM SOFFIT SPECIFICATIONS: I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED BY ALUMINUM PRODUCTS, 3076 TRANSCANADA HWV. POINTECWRE.00 HBR IB4. CANADA 2. SP -80018' SOFFIT -VENTED 2.1. MATERIAL ALUMINUM 30014419 2.2. WALLTISCKNEB& O in 22. PANEL LENGTH8:12-7 LONG 3. TRIM 3.1 F-CHAHNEL 3.1.1 MATERft ALUMINUM 3.1.2 WALL TMCKNESS:OAOT 3.2. FASCIA 52.1 MATERIA: ALUMINUM 3.22 WALLTHICKNES&O.W2 1 C BILL OF MATERIALS DESIGN PRESSURE (PSF) ITEM DESCRIPTION MATERIAL 1 SP -600 16" VENTED SOFFIT ALUM. 3004—H19 2 F—CHANNEL ALUMINUM 3 6" FASICA ALUMINUM 4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8' DIA. HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR 88 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEELI62" x 2" WOOD BATTEN WOOD ALUMINUM SOFFIT SPECIFICATIONS: I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED BY ALUMINUM PRODUCTS, 3076 TRANSCANADA HWV. POINTECWRE.00 HBR IB4. CANADA 2. SP -80018' SOFFIT -VENTED 2.1. MATERIAL ALUMINUM 30014419 2.2. WALLTISCKNEB& O in 22. PANEL LENGTH8:12-7 LONG 3. TRIM 3.1 F-CHAHNEL 3.1.1 MATERft ALUMINUM 3.1.2 WALL TMCKNESS:OAOT 3.2. FASCIA 52.1 MATERIA: ALUMINUM 3.22 WALLTHICKNES&O.W2 1 C TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, 8.0-M. AND O.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP -600 16' ALUM. VENTED SOFFIT W/F—CHANNEL PRODUCT Rk7'67xIED PaahieShcb idlb AftWmW0b/5_ Ip1I.01 b / Q/ TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, 8.0-M. AND O.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP -600 16' ALUM. VENTED SOFFIT W/F—CHANNEL 55.OPSF/-35.Opsf 1RODt=BEVLMD a oyillyvM4NeVWW 0100fill coo RyMl f. omm R"'LAexruw.PC FMO. PE Na 49M6J No ;407 STATE OF 21 1, PANEI 375' 16.515' 963" 5.294' 5.125' 4.272" .861' 0.251 --{ 335 Lr 0.381' x 0.015" 375" 1.102' RIB EMBOSS 1 I& QQ 700H111 I- TACK 6' 1.25' nngg o.an• Haat 1.438' 442' 75' 2 MM5 Haat r2-1 2- PROD CT RFMweD Eat toaoh4a.tma.al.ar ancouc ae eR amvtrb • m. ct r a 21 1/2' MAX. WIDTH 10' MAX. O.C. 1/2" 4" MAX. MINIMUM SOUTHERN PINE B$ A O.C. O.C. TIMBER FRAMING O 24" O.C. a I$ ABTAPPING SCREW. BATTEN x 3* WOOD SCREW OR N ATTACHMENT FASTENER SPACED 24' MAX. O.C. e FASCIA WALL O QQ Q8 x 3" WOOD SCREW OR TAPPING SCREW. BATTEN 2 x 2 BATTENS ATTACHMENT FASTENER SPACED b O TYPICAL 24' MAX. O.C. ENM °aB Q i-CK NNEL E 16' AWIG O iff ! INSTALLATION NAILS. TYP. O ' O 10" MAX. O.C. SPACING ALONG SOFFIT LENGTH 6 MINIMUM SOUTHERN 24. PINE TIMBER FRAMING ' auaet IpeiforNr O6 2 x 2 BATTENS4 t6' WX O.C. SPACM ire.i sQrd TYPICAL abMSPZ.H&41 ero.wve.Ns4a»2 pNa4 p PMES o.,. O . ,po0;.0E1VeF., q yii e8 x 3' WOOD SCREW OR INSTALLATION NAILS T Q,.'No 40752 TAPPING SCREW. BATTEN —.S ' ATTACHMENT FASTENER SPACEDA INSTALLATION CROSSSBCTION 24" MAX. O.C. : t* AegInM1U S,O+, p; '1\1 IaAmu lrsovvlr+F Np.•' i O IE` 1 i 21 1/2' MR. SWM WWTN IG' MX. 7 1/Y 4' W a BATTEN TEEN BATTEN MEN R p a N 01 1010 0 jSOWWlIII MIERWCK W 1-----I0---40+---1 o Bill, DMTAUMo ON Ras II I I I I SOMr MTEMOM 4 I I I I I I E 14' MX G.C. SPAMuvuwIIIIII 01— 0 - 0 f-C"NEI ORe6MJ. raw*. w*. PR OF?• o Eids aqG,. OJ FASCU Z 2 BATTEN 6PROOUCTRMEWOPD 1 Q'' NNo/ 4y 0\75 INSTALLATION CROSS SECTION irAmtrsowar4 ONsniiis NO,`,` Flprida Building Code Online Page 1 of 2 SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats a Facts I Publications I FSC Staff I BGS Site Map I Unks I Search I Florida r "a Product Approval USER: Public User t aao Product Approval Menu > ProOuct or Aooliration Search > Application List > Application Detail FL # FL10124-1119 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800)766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV CbdM... 6/21/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 Page 2 of 2 FL if Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shinales FL10124-1119.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a Public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubik. To determine If you are a licensee under Chapter 45S, F.S., please click hMR . Product Approval Accepts: o© Credit Card Safe http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquracBeV CbdM... 6/21/2017 Q0 TRINITY I ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-R19 Date of Issuance: 01/03/2008 Revision 21:08/26/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 08/26/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: ifliitf Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF -025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF -059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF -080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF -324-02-03 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF -407-02-01 01/21/2013 UL(TST 2740) ASTM D3462 93NK6295 11/29/1993 UL(TST 2740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31612 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 09CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CASS908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121 Certificate of Authorization #9503 FL10124-1139 Revision 21:08/26/2026 Page 2 of 6 TRINITYJ ERD inti Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA20592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34892 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA581SI 02/15/2013 UL, I.I.C. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMaxo, Royal Sovereign® and Sentinel° are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot*, Camelot* II, Fortitude"', Glenwood', Grand Canyon°, Grand Sequoia®, Grand Sequoia* IR, Grand Sequoia• ArmorShield'", Monaco®, Sienna®, Timberline• American Harvest°, Timberline® ArmorShield'" II, Timberline* Natural Shadow®, Timberline HD®, Timberline® Cool Series°, Timberline Ultra HDm and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5 -tab asphalt roof shingle. 4.2 Hip & Ridae Shinales: 4.2.1 Seal -A -Ridge• Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge• ArmorShield'" Ridge Cap Shingles and TimbertexO Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 Certfflcate of Authorization #9503 FL30124-1119 Revision 21: 08/26/2016 Page 3 of 6 0 V TRINITYIERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start• Eave/Rake Starter Strip Shingles and WeatherBlockerT" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStarts Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9 -inch x 33 ft roll, for use with asphalt shingles with exposure of 6 - inch or less. 4.3.3 StarterMatch"' Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyons and Grand Sequoias series asphalt shingles. StarterMatch'" are installed as the second starter for Grand Canyons and Grand Sequoias series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Va,d = 150 mph (V„i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,,d =150 mph (V„It =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 Certljkote of Authorization #9S03 F1.10124-1119 Revision 21: 08/26/2016 Page 4 of 6 QOTRINITYIERD 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per shingle and nominal 0.25 -inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5' Sealant 1• (292 mm) 1' Sellante 25 MM) (25 mm) Enduh d'etanch6ite 12• Nail ( 305 mm) Claw I65/g• . 7 5W Clouer 194 mm) 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per shingle and beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 45' Sealem t• (201 mm 1'• Sellanto 25 mrca) t2§ mnY _9rTdWt d'ctanch6it6 64 cbm 17' Clouer (309 crap) Ir 220 mm) 12' 305 rnm) 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1121 Certf/kate of Authorization #9503 FL10124-R19 Revision 21:08/26/2016 Page 5 of 6 QOTRINITYIERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Cerdficate of Authorization #9503 FL10124-1119 Revision 21: 08/26/2016 Page 6 of 6