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1019 Olive Ave 17-3557; NEW SFHw D a DEC - 6 2017 t vP cdG Application No: ' — ,i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ fwvar /W.?S/(. • "J JobAddress: 1019 Olive Ave Sanford, Florida 32771 Historic District: Yes No x Parcel ID: 25-19-30-510-2400-011 A Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo x Change of Use Move Description of Work: Dand Reconstruction of New home Plan Review Contact Person: Phone: 407-388-5820 Name Rosa Kiett Street: 1019 Olive Ave Keith Owens Title: VP of Operations Fax: 866-674-1239 Email: Property Owner Information City, State Zip: Sanford, Florida 32771 Phone: kowens@bsefl. com Resident of property? : Owner Contractor Information Name BSE Construction Group dba Blackstreet Enterprises Street: 14338 Hampshire Bay Circle City, State Zip: Winter Garden, Florida 34787 Name: Robert Sonberg Street: 113 Bent Tree Drive Phone: 407-388-5820 Fax: 866-674-1239 State License No.: CGC-1509119 Architect/ Engineer Information Phone: 561-460-5635 City, St, Zip: Palm Beach Gardens, Florida 33418 Bonding Company: Address: N/ A Fax: N/A E- mail: rfsonberg@gmail.com 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 J RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN N 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: 511 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 zoning. Signature of Owner/Agent" ) ateat" Rosa Kiett Signature of Contractor/Agent Date Keith Owens - BSE Construction Group rent on for/Agent's Name 2017 I e of tary-S lorida Date BOBBIE G OWENS MY COMMISSION #FF170911 Pf EXPIRES November 22, 2018 407) 396-01S3 FloridallotaryService.com Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID n I)Q el Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building®' Electrical [><]' Mechanical [a' Plumbing© Gas[-] Roof Construction Type:Occupancy Use: 2Flood Zone: XtX A. ZTACKMTotal Sq Ft of Bldg: (221 Min. Occupancy Load: -j # of Stories: I New Construction: Electric - # of Amps 1 15*0 Plumbing - # of Fixtures I S Fire Sprinkler Permit: Yes No [r # of Heads APPROVALS: ZONING: i2Z747 UTILITIES: ENGINEERING: IM-V r N*1-%t_k'1FIRE: COMMENTS: 1G-( NiDJ t Fire Alarm Permit: Yes No Y] so WASTE WATER: BUILDING: SC 2 • ZZ - l Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 7L jl L'1 JobAddress: 1019 Olive Ave Sanford, Florida 32771 Historic District: Yes No 0 Parcel ID: 25-19-30-510-2400-011A Residential Commercial Type of Work: New x Addition Alteration Repair Demo x Change of Use Move Description of Work: Dhome-and Reconstruction of New home Plan Review Contact Person: Keith Owens Title: VP of Operations Phone: 407-388-5820 Fax: 866-674-1239 Email: kowens@bsefl.com Property Owner Information Name Rosa Kiett Phone: Street: 1019 Olive Ave City, State Zip: Sanford, Florida 32771 Name Resident of property?: Owner Contractor Information BSE Construction Group dba Blackstreet Enterprises Street: 14338 Hampshire Bay Circle City, State Zip: winter Garden, Florida 34787 Phone: 407-388-5820 Fax: 866-674-1239 State License No.: CGC-1509119 Architect/ Engineer Information Name: Robert Sonberg Phone: 561-460-5635 Street: 113 Bent Tree Drive City, St, Zip: Palm Beach Gardens, Florida 33418 Bonding Company: N/A Fax: N/A E- mail: rfsonberg@gmail.com Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has Jcommenced 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: 516 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 J 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 zoning. i 7 t ifimm, Signature of • . Rosa Kiett Signature of Contractor/Agent Date Keith Owens - BSE Construction Group rant on for/Agent's Name 17-20/7 i e of Lary-S lorida Date BOBBIE G OWENS c ,,(, MY COMMISSION /#FF170911 of 1W EXPIRES November 22.2018 4071398-0t53 FbridallotaryService.com Jl Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Fl L e l 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: UTILITIES: 2 6 / 2 - 7 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 18o 77='4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Keith Owens Firm: BSE Construction Group Address: 14338 Hampshire Bay Circle City: Winter Garden State: FL Zip Code: 34787 Phone: 407.388.5820 Fax: 866.674.1239 Email: kowens@bsefl.com Property Address: 1019 Olive Avenue Property Owner: Rosa Kiett Parcel identification Number: 25-19-30-510-2400-011A Phone Number: Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O-IC•IAL s ON Y 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 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# 17-3557 Reviewed by: Michael Cash, CFM Date: December 18, 2017 6/13/2017 SCPA Parcel View: 25-19-30-510-2400-011A Pronerty Record Card P Parcel: 25-19-30-510-2400-011A Owner: KIETT ROSA W Property Address: 1019 OLIVE AVE SANFORD, FL 32771-2315 Parcel Information Parcel 25-19-30-510-2400-011 A Owner KIETT ROSA W Property Address 1019 OLIVE AVE SANFORD, FL 32771-2315 Mailing 1019 OLIVE AVE SANFORD, FL 32771-2315 Subdivision Name M W CLARKS SUBDIVISION Tax District St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) Legal Description S 75 FT OF LOT 11 BLK 24 M W CLARKS SUBD PB 1 PG 109 Taxes Value Summary 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value 18.069 17,287 Depreciated EXFT Value 200 200 Land Value (Market) Land Value Ag 5.403 5.403 Just/Market Value •• 23,672 22,890 Portability Adj Save Our Homes Adj 2.461 2,115 Amendment 1 Adj P&G Adj 0 0 Assessed Value 21,211 20.775 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 21,211 $21,211 0 County General Fund 21.211 $21.211 0 Schools 21.211 $21.211 0 City Sanford 21,211 $21,211 0 SJVW(Saint Johns Water Management) 1 $ 21,211 $21,211 0 Sales Description Date Book Page Amount Qualified Vac/Imp QUITCLAIM DEED 18/1/1984 101574 11882 I $100 I No I Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 45.00 I 75.00 1 01 174.00 I $5,403 Building Information is rsearoam count incorrecrt cuac Mere. p Description Year Built Actual/Elfective Fixtures Bed Bath Base Area Total SF Living SF Ext Will Adj Value Repl Value Appendages 1 I SINGLE FAMI 111135 I 3 I 1 I LQ I 6181 678 I 618 I SIDING GRADE 3 I $ 9,461 I $ 23,653 I Description Area SCREEN 60.00 http•J/parceldeWl.scpan.org/ParcelDetaillnfo.aspx?PID=251M102400011A 1/2 JiPLANNING AND DEVELOPMENT SERVICES DEPARTMENT M7189 WWULSANFORDFL.GOV November 1, 2017 MAILING ADDRESS Keith Owens CITY OF SANFORD POST OFFICE BOX 1788 14338 Hampshire Bay Circle SANFORD, FLowDA32772-1788 Winter Garden, FL 34787 RE: Variance request to the requirement for a carport or garage and to reduce the PHYSICALADDRESS minimum area and dimension requirements for a single family residence at 1019 CrYHALL Olive Avenue. 3FO NORTH FLORIDA2771-1ARKSANFORD, IDA 32771-1244 Tax Parcel Number: 25-19-30-510-2400-011A Dear Mr _O-wens:.--,_-- TELEPHONE 407.688.5140 On November 1, 2017, the Administrative Official, pursuant an October 31, 2017 FACSIMILE recommendation made by the Development Review Team, approved a Variance request 407.688.5141 to the requirement for a carport or garage and to reduce the minimum area and dimension requirements for a single family residence at 1019 Olive Avenue. CITY COMMISSION Be on notice that appeals of the above decision may be made to the City Commission by JEFF TwPLETT any person aggrieved or by any officer, board or agency of the City including the City MAYOR 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 31st day past ARTWOODRUFF the date noted above subject to the following condition: DISTRICT1DR. VELMA H. WILLIAMS 1. A minimum 9' driveway meeting the requirements of Schedule N shall be DIsTR= 2 provided and a driveway permit must be obtained. P p RicT3 N If you have any questions, please do not hesitate to call this office. PATTY MAHANY Respectfully, DISTRICT4 CITY OF SANFORD CITY MANAGER NORTON N. BONAPARTE, JR. Eileen Hinson, I P Development Services Manager EH/ jg T.\ Development ReviewV 1-DRT Agenda-CoverMemos\DRT-Legal Ads Ac Letters-Varience\2017\1019 Olive Avenue - Veriance.doc LEGEAV I or » 2 A t A Kc aMVFotg + LL]GAL Df'SQWnd1h Yw soum 75 fFE7 or LOT 11. M.w CLARKS S M 90V ACCORAWC TO W PLAT n/£ifW AS RECOROW W PLAT BOOK /, PACE 1OR Pr/60UC RECORDS Or SE WHOLE COGWTY. RCWYDA SAR MR^S NOES DO (1) OF Y AAV T VALID MESS SIOVAnM APMC flSANDRAISEDWOWALR S/R AM MMMED MOW 2) NO ABSTRACT FM RYWM-Or WAY LUSEMENTS ON09R9OP aR OnW? //VS7RL/ DV7S OF RECORD NAY£ SEM PROWDED 7o n6S MW J) aEVAnavS 9YONN HEREDY ARE AMARW 70 THE NO IN AMDOrAN WXnCAL OAnW Or ISM AND ARE BASED OV THE FaAOKW SEMWaf COLWTY SUITWY DEPARAOVIIS 81NOWARKS SGuE M97101.• LZ 29 090' 1-' 2O W7001: EL 2d6W' I) BEARWCS SWWV NER£aV ARE ASSUMED RELAnW to NEST LINE Or Lor it, MW. CLARKS SUBOYN. 9M ACCOMWO M 7HE PLAT IWWar AS RfC WAED W PLAT a" /, PACE' T09, P149M RECORDS Or SEM/NaE COLWr L RCW A DE WD FROM RIX--09S VALLfS 019MAED U9NC LENL,E.VANNOr ROWA5 L-NET NE7KWK (NGS ACID W (/VSRS2O07)) BL7NC AWN 0076 20' *`Sr 5) WE 2EG4L AESriMKW' HDMaV HAS SEEN PREPARED BY Mr SL6RNE KW AT THE C UVVTS REDUEST. 6) mESS On/ERN/SE AAOIED OP 9/oNN mwm APPARENT AND/CW LWassmyC7m. ABO/E OPoYIND / MPROWMEN1S HERE LOCAIER LWLIERQPOLM LMAQOIfUMIX SUCH AS A21hWAnOVS AAD VAL/= HERE NOT LOCATED 7) Pa -gWWY /S MM)ED 7a BLAO( STREET EH7ERMSES LLC dbo AND &Z CQl%SMUCA W CROUP. 8) PC AE2/NEAnaV Or LANDS SHOW NERfaV /S AS PER THE CUEHIIS WSIRUCHMS 9) AT C7ASSFICA V IV USE QlF IW LANA A*WANT 7O THE STANDARDS Or FRAME SET Fain/ W RUE 0WW? 5J-17 RORVDA ADAdWS7RAnW CCO& RaWDA S7AWYES 472.027 IS SUBURBAN 7W MAOML/M RFlAnW DISTMOCE ACCUIVACY Or DOS MAP Or BOLWDARY S7RPLEY AC7 EWS aR EXCEEDS Off FOOT W 7500 FFET. 10) WE WMAL CLWTROL ESTA&I%VED FM DOS SUPWY /S BASED aV A CLOSED LE EZ LOOP HAWX A CYCW/RE ACCURACY RRACYWOW AgM COT EXCEEDS 7HAr RfCY®CIED BY 7HE STANDARDS Or ARACnW SET fiW7H W RYRE 0GIPTELR SF17. RORILU ADAWIS7RAnW CWZ RQ9DA y STAIUW 472.027. 10waESS OIHERNtff No7EA aP SNONH Aowav DLERE ARE No APPARENT AND/bR w R LIVOSSMUCIED, ABOW ORALWD OVCRCUOVL/E M THE DL9sDSFAM Or ANY P07ZN)7AL DWROAa6NC / MPRO"DVIS 910NN LS Bfn"t PRO ESSMAL PU?WW AAV S/B.ECT M LEGAL WnDWfifTAnaV. 12, U rmvnav /S a wrm 7o THE FAcr n/AT 7w MAP MAY Au w MRZDtM W Off BY REPROOL/ CnQV. DOS MUST BE CYYVS/QE74ED NWEN OBrAWWC SYACIM. T.1:'!f Lu7E or fiEwskevaqpEC ' SURVEY/NG AND MAPP/NG, ac CERT117CArE 0r AUTHOR/I41/0N NUMBER LB 7808 2100 A/s/o7o P4 SL/Ls 203 • OMsdA now 52765 • I07 5I2-4967 NMWPECAWL/ NE.caw I REQ SIRAiKW MQ 40" PEC',. " SURNriIALC AND MAPP/NQ LLC CD? ' OF AUn/CWYZ4770V LR 178M DATE ar MD SU?WY.' 10-10-2017 DATE Or MMWURE 10-11-2017 8 MAP ar BOWVDARY AND TaPOGRAAN/C SL47WY our ro-u-r7 LOCAIED W IWAWI Ir. cwa SEC79W 24 7ONN9/LF' 19 SxI74 RANGE JO EAST owum on AA.w SAEEr 1 Or / Ci7YQrSAALFVA%t SUANCLE COUNTY, RC AM b 1111111111611111111111111111111111111111VTHISINSTRUMENTPREPAREDBY: Name: Keith Owens Address: MAU No pshlrgQOy riMtl W1nrwr C:.r;1Pn i:lnrld• Ad7A7 NOTICE OF COMMENCEMENT Penult Number. Pamel 10 Number. 25-19-30-510-2400-01 1A GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9022 P9 44E (1P9s) CLERK' S A 201711415E RECORDED 11/13/2017 10:45:47 AM RECORDING FEES $10.00 RECORDED BY hdevore 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. 1. DESCRIPTION OF PROPERTY: (Le al description of the ro trty If streetaddressavailable) S75FTOFLOT11BLK24MWCLARKE IPBD PB 1 PG 109 2. GENERAL DESCRIPTION OF IMPROVEMENT: Demolition and Reconstruction of New home. 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Rosa Kieft, 1019 Olive ave Sanford, Florida 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: N/A Address: 4. CONTRACTOR: Name: Blackstreet Enterprises LLC. dba BSE Construction Group Phone Number 772-344-8201 Address: 535 NW Mercantile Place 9107 Port St. Lucie. Florida 34986 6. SURETY (N applicable, a copy of the payment bond Is attached): Name: N/A Phone Number. Address: Amount of Bond: 6. LENDER: Name: N/A Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Keith Owens Phone Number. 407-388-5820 Address: 14338 Hampshire Bay Circle Winter Garden. Florida 34787 S. In addition to himself or herself. Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b). Florida Statutes. Phone number of person or entity designated by owner: 8. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARN/ NG 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 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowle ge a Ile Signature ar owner or Lessee, or Owneft or Lessee's (Print Name and PtWde SlgnatWa mlde/O81ce) Authorlmd OlNcet0reMdPartrrodmaneper) State of County of The foregoing Instrument was acknowledged before me this Iq day of &0 by Who Is personally known to me Name of person making stater / OR who has produced Identfication type of Identification produced: /—L BOBBIE G OWENS j MY COMMISSION #FF170911 EXPIRES November 22, 2018 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT VVMSANFORDFL.GOV November 1, 2017 MAILING ADDRESS Keith Owens CITY OFSANFORD POST OFFICE Box 1788 14338 Hampshire Bay Circle SANFORD, FLORIDA32772-1788 Winter Garden, FL 34787 RE: Variance request to the requirement for a carport or garage and to reduce the PHYSICAL ADDRESS minimum area and dimension requirements for a single family residence at 1019CITYHALL 30 Olive Avenue. SANFORD, SANFORo, FLOIDA 32771-1244FLORIDA2771-1 Tax Parcel Number: 25-19-30-510-2400-011A Dear Mr. Owens: TELEPHONE 407.688.5140 On November 1, 2017, the Administrative Official, pursuant an October 31, 2017 FACSIMILE recommendation made by the Development Review Team, approved a Variance request 407.688.5141 to the requirement for a carport or garage and to reduce the minimum area and dimension 0 requirements for a single family residence at 1019 Olive Avenue. CIYCOMMISSION Be on notice that appeals of the above decision may be made to the City Commission by JEFFTRIPLETT any person aggrieved or by any officer, board or agency of the City including the City MAYOR 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 31st day pastARTWOODRUFFthedatenotedabovesubjecttothefollowingcondition: DISTRICT 1 DR. VELMAH. WILLIAMS 1. A minimum 9' driveway meeting the requirements of Schedule N shall be DtMICT2 provided and a driveway permit must be obtained. PAIR TRicT TIN OIsrRICT 3 If you have an questions, lease do not hesitate to call this office. Y Y q P PATTY MAHANY Respectfully, DIsTRICT4 CITY OF SANFORD CITY MANAGER 1. NORTON N. BONAPARTE. JR. Eileen Hinson, Al P Development Services Manager EH/jg TADeveloptnent Revie%v\l 1-DRT Agenda-CoverMemoslDRT-Legal Ads & Letters-Varia=1201711019 Olive Avenue - Varianee.doe w Revision FEB 3 20 8 City of Sanford Response to Comments ilding & Fire Prevention Division Ph: 407 .688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 3 Submittal Date Project Address: 0 9 >/L-t- alb Contact: 1413 Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Sr - 2 • 2.2 -18 CITY OF 1US.ki4FORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-3557 Date: 02/05/18 Project Description: New SFR Contact Name: Keith Owens Job Address: 1019 Olive Ave Contact Email: kowens anbsetl.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.sanfordf.gov. Provide two conies ofaffected plan sheets and/or supplemental information as requested. Permit submittals will not be accented without two conies. 2No REVIEW COMMENTS: ORIGINAL COMMENT 1. The truss engineering package submitted is for another house (engineering referenced "King St."). Please submit two (2) copies of a truss engineering package for the home. FBC 107 2ND REVIEW COMMENT Two (2) copies of a Truss Placement Diagram are required to be provided (part of the truss engineering package). The Roof Truss Layout on Sheet S 1.0 must match the Truss Placement Diagram from the truss manufacturer —Truss ID's, Truss Spacing. Please verify and revise the plan page as needed. Also, the Truss Engineering includes multiple trusses that do not appear on Sheet S 1.0 — for example every truss has a "P" version A01 & AO P). Only the trusses that will be installed on the house need to be submitted in the truss engineering package. ORIGINAL COMMENT 2. The Master Bedroom is required to be provided with an egress window, meeting the requirements of FBCR R310. The plans do not show any kind of window in the Master Bedroom. Please revise all applicable pages that include the master bedroom to show the required egress window and resubmit two (2) copies. FBC 107 2'vD REVIEW COMMENT Revise all applicable pages" Only Sheet 2 was revised. Sheet 3 (elevation page), Sheet 6 (Structural and Foundation page showing the required filled cells and lintel) and Sheet 7 (electric/plumbing) pages are required to be revised to show the window. 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 meetines wit/t tine plans examiner to discuss comments will require an appointment, arraneed by p/lone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official Blackstreet Enterprises ADDRESS:1019 Olive Ave, Sanford, FloridaFLRICOMMENTSDATED: 2/13/2018 iewer: S'te"'v."elFior e LAN REVIEW COMMENTS & RESPONSE: s RESPONSE 1 Eubemtted 2 copies o Revised Truss Engineering 2 2 ALL tte 2 copies o -Revisedpages sowing window in Master bedroom. Page 1 r Revision Response to Comments 1b." Permit # 17-3557 City of Sanford Building & Fire Prevention Division AN 2 20h: 407.688.515o Fax: 407.688.5152jEmail: building@sanfordfl.gov Submittal Date 1/18/2018 Project Address: 1019 Olive Ave Sanford, Florida 32771 Contact: Keith Owens Ph: 407-388-5820 Email: kowens(a),bsefl.com Trades encompassed in revision: ER3uilding Plumbing Electrical Mechanical Life Safety Waste Water Fax: 866-674-1239 General description of revision: Item 1, submitting 2 copies of revised truss engineering Item 2, Please see revised drawings tor window placement. Item 3, submitting 2 copies of ridge vent product approval em 4, to verity ere will not be a s i ing glass door Installed. rear door shall be same as Front door. ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building -2-.5-1 b eoMM WSXRFORD FIRE DEPARTMENT Application Number: 17-3557 Project Description: New SFR Job Address: 1019 Olive Ave Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 01/18/18 Contact Name: Keith Owens Contact Email: kowens(a,bsell.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.go_v. Provide two copies ofaffected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The truss engineering package submitted is for another house (engineering referenced "King St."). Please submit two (2) copies of a truss engineering package for the home. FBC 107 2. The Master Bedroom is required to be provided with an egress window, meeting the requirements of FBCR R310. The plans do not show any kind of window in the Master Bedroom. Please revise all applicable pages that include the master bedroom to show the required egress window and resubmit two (2) copies. FBC 107 3. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the ridge vents. FBC 107 4. The product approval package and plans both indicate a sliding door will be installed, however there is no sliding door shown on the plans. The rear patio will be accessed by a swinging door. Verify that the product approval submitted for the front door will be used for the rear patio door — otherwise please submit two (2) copies of Florida Product Approval and installation instructions for the rear patio swinging door. FBC 107 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. O>rce meetines with the plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Depute Building Official REQUIRED INSPECTION SEQUENCE B]P# / 1- 3 fS7 Addmqe! hD/Q D Lr E Anj-= YIInn mar Insleection Descrilgdon Footer / Setback Stemwall Foundation / Form Board. Survey Slab !Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls O Sheathing— Roof D Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco- / Siding p Insulation Final Final Utility Building - Final Door. Final Window Final Screen.Room- Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Famil• Resid'enm Final. Building, Other Mn max IIns ection IIDescn*2 ion D Electric Underground Footer I SIab Steel Bond ZO Electric Rough T.U.G. O Pre -Power Final Electric Final ir.•r n."r,•py{py'' y'C'IGY'L''L S..!c?IC 1Lx yp,r•.:..:-,i•::r.`:?'•:+-er••.:.: IRIrILLL; C. • •:,.+_+c^}•-., r:i=" 1.. '•' rf,- ( i`:.'`` '•• mn mm. Insleecdon IIDescri tnon Mechanical Rough Mechanical Final c a9lin Max rims ection.IIDescri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 crrv,-N' V L -7 - 3 n-` -7 CITY OF SkNFORD y :1 FIRE DEPARTMENT MAR 0 8 2018 Building & Fire Prevention Division PERMIT APPLICA TION 1-4-VIII. Application No: Documented Construction Value: S rA(o a Job Address: ' O lC-( (Ak ve— Cave' Historic District: Yes Noa Parcel ID: Type of Work: N Description of Work: ition Residential Commercial Alteration Repair Demo Change of Use Move L4 tNiL'>t w\ '—` S Plan Review Contact Person: Title: O Phone: Name Fax: Email: Property Owner Information Phone: Street: Resident of property? City, State Zip: Contractor Information Name -SG V Z o Q ,. . — Phone; Ja- - G (e - S Street: (n 4'-4 '_ 21 G 9 C (, Litt- Fax: City, State Zip: tin e-rn crz, (2;— f-,l"G I l S3 DF"S& .0 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: 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. 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: 61° Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application IV 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 zoning. S' lure of Owner/Agent Date Prin er/Agent's Name Signature of Notary -State of Florida Date ANNErrE M BLAND 0-7.' Notary Public — State of FloridaCommission # GG 170900lilyComm. Expires Jan t6.2022 av4sc mto sr• Nawna NOJrr Assn Owner/Agent r Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Orange County, Seminole County, Winter Springs 3/8/2018 Date: I hereby name and appoint: an agent of: Keith Owens Rite Angle Plumbing Name of Company) 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): The specific permit and application for work located at: Street Address) 3/8/2019 Expiration Date for This Limited Power of Attorney: License Holder Name: Rite Angle Plumbing State License Number: CFC 1427530 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange M The foregoing instrument was acknowledged before me thiseday of , 20IA , by Brian Luke who is personally known to me or In who has produced FL. DL. Lic. identification and who did (did n 44ak an oath. 1z Notary Seal) Zybbl6y —P i)Pmz-,S . Print or type name r''"°' BOBBIE G OWENS _ MY COMMISSION ARFF170911 Notary Public - State of L Commission No. jEZ7,W1 / EXPIRES November 22.2018 407).?J8-015 FFloridallotarvservrce.com My Commission Expires: /46 Rev. 08.12) as CITY OF MAR 11 Building & Fire Prevention DivisionSORD,,PERMIT APPLICATION FIRE DEPARTMENT - Application No: //I - 3 5 Documented Construction Value: S ': y ZS Job Address: 161CI l714'VA-Aim_ 57&,4•v/ P 37-77 I Historic District: Yes Nor= Parcel ID: 25'/ 9 - S0 -5 Io "ZyOo -,oltA Residential®' Commercial Type of Work: New,l Addition Alteration Repair Demo Change of Use Move Description of Work: A/et,, 16 sew- 2-4-o,,, :4-/cc. 1 s fin. l law ivat D•-CSILy.rl't- f% /Jt— I/gw.S • (2 ) 13a.41, FRNS Q-') PcoeI-IKn-L l!(.. l il%wr06^r.' F 1 "7' SS%) Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name 9 %c'e I Phone: 110 • 7-9 -7- o SSO Street: 32- S. Y dso,,. S-i - Fax: %? - 2 90 - D `1 S'(. City, State Zip: QQA&,dd F-4- 3 2 8'3S State License No.: CAco 56 $$y Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January I, 2018 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 [CC 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 Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gnature Contractor/Agent Date 5cL.4Aw./ QRVI'_r.le— \\111111111/////j Print C ctor/Agent's Name `NIX```C0 W MCC4,1 ii1Z Ii1lX/y OO Sign re of Notary -State of Florida Datg F iGij6g 7 _ p Contractor/Agent is Personally Known to Me or Produced ID Type of [D 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: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January I, 2018 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 //I- / / if I hereby name and appoint: an agent of: Name 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): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 1 '2- Al // T' License Holder Name: State License Number: Signature of License H STATE OF FLO DA COUNTY OF The foregoing instru ent was ac wledged before me this day of iia,r 20', by who is wpersonally known to me or o who has pro uced as identification and who did (did not) take an oath. Notary Seal) Print or type name Notary Public - Stale of Commission No. C i_7 My Commission Expires: ABCOOL A/C A HEAT AP, INC PROPOSAL. Date. December S, 2017 To: BSE Construction Group 13245 Daniels Landing Circle Winter Garden, FL 34787 Re: 1019 Olive Ave Sanford, FL Proposed Service: 1. To provide and install (1) Rheem or York 2-ton 16 seer straight cool condenser 2. To provide and install (1) inside air handler 3. To provide and install all duct work supply and return per approved duct layout 4. To provide and install (1) Honeywell digital thermostat 5. To provide and install copper lines and drain 6. To provide and install bathroom fans with metal ducting and roof vents 7. To provide and install dryer range duct per code 8. The system has a 10 year parts warranty with the manufacturer when registered by the owner within 60-days of closing. There is a ]-year labor warranty from ABCOOL A/C & HEAT. Thank You For The Opportunity To Quote This Project. 32 S. Hudson St. Orlando, FL 32835 Office: (407) 297-0550 Fax: (407) 290-0456 Initial ABCOOL A/C & HEAT AP, INC Price: $5,425.00 Keith Owin In c Digitally signed by Keith Owens Date: 2018.03.08 06:19:37-05'00' Date: EZZ2 / a, Sirnature: Thank You For The Opportunity To Quote This Project. 32 S. Hudson St. Orlando, FL 32835 Office: (407) 297-0550 Fax: (407) 290-0456 Initial CITY OF S,ki!4FORD Q 14 201 FIRE DEPARTMENT 1-4412 Building & Fire Prevention Division PERMIT APPLICATION Application No:/ ' 355 ^] Documented Construction Value: $ Job Address: ,Z O % al Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use Move Description of Work: 1 ,"r lVe. L& . -/'n. s-z Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name - L12Z 1-r"Zlfi9 6Ato 0/A<4 Phone: t1497 749/ a Street: Fax: City, State Zip: .'gaAl_ M 3 a77/ State License No.: Arch itecVEng i neer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: 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. 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: 6" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application is . 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 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 Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contract Age ate C/Davf&-, 6±4- Print Contractor/Agent's Name OF W .' Signature of Notary -State of Florida Date ANNETTE M BLAND Notary Public — State of Florida Commission 4 GG 170900 Corm. Expires Jan 16. 2022 Boaee xm r. vaxa V y Contra n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application Sswimme Cocrvrtr Mimi/uric LIMITED POWER OF ATTORNEY Altamonte Springs, Cassetherry. Lake Mary. Longwood, Sanford, Seminole County. Winter Springs Date: /- r / k t hereby name and appoint v i ,gn 34 *" /) / OH an agent /i-" C 7ric - Ram of c omny) o be my tow" attomoyA'b'Cact to eat for mo to apply for. rftWpt for. sign for and do a/ things IPP060nent for (check only ono option): AN Pef niM and ap¢cotions submittod by 1hF3 contractor. k 3 the Specific permit and appication for worts located at: notion Cato for This Ufnitbd power of Anorney: Densebol der c+tarne:_ ei" A -el #: // e - l bto License Humber: nature of Ucense Holder_ 0 3 r>sviimernt was acknowledged before me this day of . who is O personal ry r R APPLICATION AND CERTIFICATE FOR PAYMEN' PAGE 1 OF 2 PAGES FROM SUBCONTRACTOR: PROJECT: sypiwson No. i 1 DISTRIBUTION TO Midway Electric Inc. Single Family Home PERIOD TO: OWNER 3060 S. Hopkins Ave 1016 Olive Ave PEre00 Prim 3131/2018 ARCHITECT Titusville, Florida 32760 Sanford, Florida 32771 PROJECT NO CC-1453-171MAE CONTRACTOR TO CONTRACTOR: VIA ARCHITECT: CONTRACT DATE 31112018 Black Street Enterprises, LLC dba BSE Construction Group Robert Sonberg 14338 Hampshire Bay Circle CONTRACT FOR. Seminole County Community Services VNnter Gordon, Florida 34787 CONTRACTOR'S APPLICATION FOR PAYMEN' The undersigned Contractor certifies that to the best of the Contrectofs knowledge Application is made for payment• as shown below. in connection with information and belief the Work covered by W s Application for Payment has been completed the Contract Continuation Sheet, is attached, in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments 1. ORIGINAL CONTRACT SUM ..... ... ... ................ f 5 600.00 received from the Owner, and Mat curers payment shown herein is now due 2. Net Change by Change Orders 6 Extras ............. f 0 SUBCONTRACTOR: Rite Angle PlumbrK 3. CONTRACT SUM TO DATE (Line 1+2)............ ...... f 6.600.ODO By Date 4. TOTAL COMPLETED 3 STORED TO DATE ........... f 0 Column G on G703) State of: County of: S. RETAINAGE: a. % of Completed Work Subscribed and sworn to before me this day of , b. %of Stored Material Total in Column I of G703)..... .. .... . .. ..... ................... S 0 Notary Public: My Commission Expires 8. TOTAL EARNED LESS RETAINAGE..._.................f O Una 4 less Una 5 Total) ARCHITECTS CERTIFICATE FOR PAYMENI In accordance with the Contract Documents, based on on -site observations and LESS PREVIOUS CERTIFICATES FOR PAYMENT.—! 0 the data comprising this application, the Architect certifies to the Owner that k Una 6 from prior Certificate) the best of the ArcWtea's knowledge• information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the 8. CURRENT PAYMENT DUE . _ _ ....._.....f i 5 . : ; {'. :. Contract Documents, and the Contractor Is entitled to payment of the AMOUNT CERTIFIED. 8. BALANCE TO FINISH, INCLUDING RETAINAGE.....: 1 $5600.110 Line 3less Line 6) AMOUNT CERTIFIED......_ ......................... .._....... ARCHITECT By. Date: This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. CHANGE ORDER SUMMARY Total changes approved in previous months by Owner .. .. .. ........................ ..f Total approved this month..... ...... ... S NET CHANGES by Change Order ... ......................... f REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES `,BAR 14 2018 Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a/ly&, Project Name: Project Address: 10, 1 l !vP Ave Building Permit #: 7` S; Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 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 terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold 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. Lj,,r Fh t? wPn._D1 IVi&4 Print Name of Owner/Tenant Print Name of Gen. Contractor - Print Name of El "tor Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) Signature of Gen. Contractor Gen. Contractor License # of El. Contractor o I. Contractor License # Progress Energy o Florida Power and Light on / / Bland, Annette From: Riley, Sandra <SRiley@seminolecountyfl.gov> Sent: Tuesday, January 09, 2018 12:01 PM To: KEITH OWENS VP of Operations Cc: Bland, Annette; Blanton, Deborah; Johnson, JoAnn Subject: RE: 1019 Olive ave impact fees Good Afternoon, After discussion with Keith regarding the home that was recently demoed at 1019 Olive Ave, there will not be additional Seminole County impact fees for the new home currently being permitted for this address. Please let me know if you have any questions. Best Regards, SavL ra. Rile y Program Manager I Electronic Plan Review Administrator Seminole County Building Division 1101 E. First St. Sanford FL 32771 407-665-7474 Other Helpful Links: Planning & Development I Building Permitting I ePlan Applicant User Guide I How to Apply Online Guide for Building Permits I ePlan Video Tutorials I ePlan Login Page I Planning & Development Review Division Processes I Bldg Div Forms and Applications From: KEITH OWENS VP of Operations [mailto:KOWENS@bsefl.comj Sent: Tuesday, January 09, 201811:29 AM To: Riley, Sandra <SRiley@seminolecountyfl.gov> Cc: Bland, Annette <Annette.Bland@Sanfordfl.gov>; Annette Scott <annette.scott@sanfordfl.gov> Subject: 1019 Olive ave impact fees Hi Sandy Please confirm that impact fees for 1019 Olive ave are not needed for this property. Thanks Keith Owens Vice President of Operations BSE Construction Group Orlando Division 14338 Hampshire Bay Circle Winter garden Florida 34787 407-388-5820 cell 866-674-1239 fax 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 Of"O - 810Z 'Up u'r dMP%auU 911-VIR-WAII —V SOW 6101 J-J1sJAo!B 911-LIIO O O CT O hN JJuuupC w Q c = O . v h v 2 oVhjC°l Q J Q h06 K 44O p O m Ck 2 °ec Q J O(n Qm J W c p Z j c pQQ ZWoc RNINZ W o a° W K OZ Q Wp hW o W+ m i V W° oQ zQ W c c`- Q o K OV J Jp RWK-2 V' 2RV ywWQ OW O V eW, h Q Q QF: p cJi)V 2 hOy- 0= 2 W J hh =1/1 o ao=g OWa ea Zp Q Q h 2 IN Qinh WWQ V W j I = c` W p^ QWV Z N = OO = V w o m C5 W W4W Q W WOQp J j K O a O WQ eve h I 0 00 :k p c C5 W 2 p W 2 ih:S .ICJ. Om 2W W zz2NN ?OO J 2W O 41 J OS 3°WW ° 2 V V ° O V O W^ CO WO Z OVOQI W h o QWWW V hO hW W V4 00e Wh p • V= SOW^ OW QW 2mo^,o^, OWZ Q Wv O VV a o a W OIuNN i o WQ PQWp T4 Q p Rk-i" PC U u DO m Q =SQ .N W tnW SJc IVR o any o Q°mm2 ° J J o V JW Sod N 2 OL Sq i Z tl 3N!7 M/dl K m l 601 9d It 9 d) NO!SN/09/Le Ca/d/Y70 At 01 J07 n,00 SL 3.94,9Z.00S 7$e ,9Y Cl q S0 6t ci W ci VtvprrN h t m m Ov),00 SL m inHO- 00 6 Zl 7S9 Cl, I2 M.Ol,9kOON east v dr,7 Vmdl .0/913s we 'WR 0 N1am A ow -40-ir0!dl ,is) 3nN34 V 34 no dMJ .ZJ dMO .Zl 1S K a O g Ka N rM LJ o m m A a REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3ZA IT Project Name: Project Address: /&/ Building Permit #: 3 S S Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 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 terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold 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 t ocal jurisdiction for fees associated with tugs. ef k DtuercS 1 2V1061. NOdyu/Jfv'O1 Print Name of O /Tenant Print Name of Gen. Contractor Print Name of El. Contractor Signature of OwneriTenant gigna&re of Gen. Contractor 9 i gn? W E . ontrac—to r r-aG /SO9l/ M5,22619 '_ Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) o Progress Energy o Florida Power and Light on / / J f( u KLCUKD CUr Y , c- S c L FORM R405.2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: SSE CONST- OLIVE AVE Builder Names SSE CONSTRUCTION Street 1019 OLIVE AVENUE City, Pemrol Office: SEMINOLE CO State, Zip: SANFORD , FL . Permit Number# 17 - 57 C3A)VpCOwner. Design Location: FL Sertfard Jurisdiction: 6 s CauntY: Seminole ( Wide Climate Zone 2F` 1. New construction or existing New (From Plans) 9. Well Types (1232.0 sqR) Insulation Area 2. Single family or multiple family Single-family Concrete Slo& - EA Insul, Exterior R f .1 1232.00 l' 3. Number of units. if multiple family 1 b NIA c. WA R= fP R= fN 4. Number of Bedrooms 3 d. WA R= fP S. Is this a worst case? No 10. Calling Types (1086.0 sqf .) Insulation Area a. Under Attic (Vented) R=30.0 1086.00 fl' 6. Conditioned floor area above grade (il) 1086 b. WA R= ill Conditioned floor area below grade (f 2) 0 c. N/A R= fe 7. Wlndows(106.0 sqft.) Description Area 11. Ducts a. Sup: Attic. Rat Attic, AH: AHU R fN 6 120 a. U-Factor: Sgl, U-0.65 105.97 fe SHGC: SHGC=0.25 b. U-Factor: N/A fta 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:16.00 c. U-Factor: WA fN SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor: N/A fP a. Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 02W 14. Hat water systems 8. Floor Types (1086.0 sqR.) Insulation Area a. Electric Cap: 40 gallons a. Slab-On-Grede Edge Insulation R=0.0 1088.00 ft' b. Conservation features EF: 0.9W b. WA R= n' None c. N/A R= fe 15. Credits None Glass/Floor Area: 0.098 Total Proposed Modified Loads: 42.14 PASSTotalBaselineLoads: 42.07 1 hereby certify that the plans and specifications covered by Review of the plans and Es this calculation are in compliance with the Florida Energy specifications covered by this 01 Y 0ACode. calculation Indicates compliance the Florida Energy y . N b withCode. rni PREP D BY: Before construction is completed v DATE: this building will be inspected for 0 s compliance with Section 553.908 e I hereby certify that this building. as designed. Is in compliance with the Florida Ene Code. Florida Statutes. WE OWNER/ AGENT- BUILDING OFFICIAL: DATE: DATE: • t2 •/ $ 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 starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402A.1.2). 11/ 22/201711:13 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: SSE CONST- OLIVE AVE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1086 Lot 9 Owner. Total Stories: 1 SlocIdSubDivision: 0 of Units: 1 Worst Case: No PlatBook: Builder Nemec. SSE CONSTRUCTION Rotate Angle: 0 Street 1019 OLIVE AVENUE PemUl Office. SEMINOLE COUNTY Cross Ventilation: No County. Seminole Jurledictlon: Whole House Fen: No City. State, Zip: SANFORD . Famiy Type: Single-family FL. New/Ehdsdng: New (From Plena) Comment CLIMATE IECC Design Tamp IM Design Temp Heating Design Daily Tamp V Design Location TMY Site zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1086 8688 SPACES Number Name Area Volume Kitchen Occupants Bedrooms IntilID Finished Cooled Heated 1 UTILITY 42 336 No 0 1 Yes Yes Yes 2 DINING ROOM 136 1088 No 0 1 Yes Yes Yes 3 KITCHEN 150 1200 Yes 0 1 Yes Yes Yes 4 LIVING ROOM 210 1680 No 0 1 Yes Yes Yes 5 MASTER SEDROO 152 1216 No 0 1 1 Yes Yes Yes 6 M CLST 16 128 No 0 1 Yes Yes Yes 7 M BATH 60 480 No 0 1 Yes Yes Yes 8 BEDROOM 2 100 800 No 0 1 1 Yes Yes Yes 9 CLST 2 2D 160 No 0 1 Yes Yes Yes 10 BATH 2 60 480 No 0 1 Yes Yes Yes 11 CLST 3 16 128 No 0 1 Yes Yes Yes 12 BEDROOM 3 120 960 No 0 1 1 Yes Yes Yes 13 AHU 4 32 No 0 1 No Yes Yes FLOORS f Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation UTILITY 9 ft 0 42 Its 1 0 0 2 Slab -On -Grade Edge Insulation DINING ROOM 8 R 0 136 IF 1 0 0 3 Slab -On -Grade Edge Insulation KITCHEN loft 0 160 fl' 1 0 0 4 Slab -On -Grade Edge Insulation LIVING ROOM 14 ft 0 210 IF 1 0 0 11/2=01711:13 AM EnergyGaugeS USA - v5.1 - 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 5 Slab -On -Grade Edge Insulation MASTER BEDRO 14 ft 0 152 ft' 1 0 0 8 Slab-On-Grede Edge Insulation M CLST loft 0 6 ft' 1 0 0 7 Slab -On -Grade Edge Insulation M BATH E ft 0 60 ft' 1 0 0 8 Slab -On -Grade Edge Insulation BEDROOM 2 loft 0 100 ft' 1 0 0 9 Slab -On -Grade Edge Insulation CLST 2 2 ft 0 20 ft' 1 0 0 10Slab-On-Grade Edge Insulation BATH 2 6 ft 0 so ft' 1 0 0 11SIab-On-Grade Edge Insulation CLST 3 2 it 0 16 ft' 1 0 0 125Iab-On-Grede Edge Insulation BEDROOM 3 18 ft 0 120 ft' 1 0 0 13SIeb-On-Grade Edge Insulation AHU 1 ft 0 4 fN 1 0 0 ROOF Roof Gable Roof Soler SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1176 ft' 0 ft Medium 0.4 No 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Full attic Vented 300 1088 fN N N CEILING Calling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) UTILITY 30 Blown 42 ft' 0.1 Wood 2 Under Attic (Vented) DINING ROOM 30 Blown 136 f J 0.1 Wood 3 Under Attic (Vented) KITCHEN 30 Blom 150 ft' 0.1 Wood 4 Under Attic (Vented) LIVING ROOM 30 Blown 210 ft' 0.1 Wood 5 Under Attic (Vented) MASTER BEDRO 30 Blown 152 ft' 0.1 Wood 6 Under Attic (Vented) M CLST 30 Blown 16 fN 0.1 Wood 7 Under Attic (Vented) M BATH 30 Blom 60 fP 0.1 Wood 8 Under Attic (Vented) BEDROOM 2 30 Blown 100 ft' 0.1 Wood 9 Under Attic (Vented) CLST 2 30 Blown 20 ft' 0.1 Wood 10 Under Attic (Vented) BATH 2 30 Blown 60 fe 0.1 Wood 11 Under Attic (Vented) CLST 3 30 Blown 16 ft' 0.1 Wood 12 Under Attic (Vented) BEDROOM 3 30 Bkram 120112 0.1 Wood 13 Under Attic (Vented) AHU 30 Blown 4 fP 0.1 Wood 11/221201711:13 AM EnergyGauge® USA - v5.1- Section R405A.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS FI Adjacent Cavity Width Height Sheathing Framing Solar Below nmt Tn SpaceItWallJoe N Exterior Concrete Block - Ext Insul UTILITY 4.1 6 0 a 0 48.0(0 0 0 0.4 0 2 E Exterior Concrete Block - Ext Insul UTILITY 4.1 7 0 a 0 56.0 ft' 0 0 0.4 0 3 S Exterior Concrete Block - Ext Instil UTILITY 4.1 2 0 a 0 16.0 ft' 0 0 0.4 0 4 N Exterior Concrete Block - Ext Insd)1NING ROO 4.1 8 0 a 0 64.0 ft' 0 0 0.4 0 5 E Exterior Concrete Block - Ext Ins®INING ROO 4.1 4 0 8 0 32.0 fN 0 0 0.4 0 6 N Exterior Concrete Block - Ext Insul KITCHEN 4.1 10 0 8 0 80.0 ft' 0 0 0.4 0 7 N Exterior Concrete Block - EA InsdIlVING ROO 4.1 14 0 8 0 112.0 ft' 0 0 0.4 0 8 W Exterior Concrete Block - Ext InsdIIVING ROO 4.1 15 0 a 0 120.0 ft' 0 0 0.4 0 9 N ExterW Concrete Block - Ext Ins0ASTER BE 4.1 8 0 8 0 64.0 fP 0 0 0.4 0 10 E Exterior Concrete Block - Ext InskIWTER BE 4.1 12 0 8 0 96.0 ft" 0 0 0.4 0 11 S Exterior Concrete Block - Ext InsdI%STER BE 4.1 4 0 8 0 32.0 ft 0 0 0.4 0 12 E E teft Concrete Block - Ext Insul M CLST 4.1 2 0 a 0 16.0 ft' 0 0 0.4 0 13 S Exterior Concrete Block - Ext Instil M CLST 4.1 8 0 8 0 64.0 ft' 0 0 0.4 0 14 S Exterior Concrete Block - Ext Instil M BATH 4.1 6 0 8 0 48.0 fP 0 0 0.4 0 15 S Exterior Concrete Block - Ext InsBEDROOM 2 4.1 10 0 8 0 80.0 fP 0 0 0.4 0 16 S Exterior Concrete Block - Ext Instil CLST 2 4.1 2 0 8 0 16.0 ft' 0 0 0.4 0 17 S Exterior Concrete Block - Ext Instil BATH 2 4.1 6 0 8 0 48.0 ft' 0 0 0.4 0 18 S Exterior Concrete Block - Ext Instil CLST 3 4.1 2 0 8 0 16.0 fN 0 0 0.4 0 19 N Exterior Concrete Block - Ext InsBEDROOM 3 4.1 6 0 a 0 48.0 ft' 0 0 0.4 0 20 S Exterior Concrete Block - Ext InsBEDROOM 3 4.1 12 0 a 0 96.0 ft 0 0 0.4 0 21 W Exterior Concrete Block - EA InsBEDROOM 3 4.1 10 0 a 0 80.0 ft' 0 0 0.4 0 WINDOWS Odentslicn shown Is the enteredProposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 4 Metal Low-E Single Yes 0.65 0.25 16.0 ft" 1 It 0 In 1 ft 4 In None None 2 E 5 Metal Low-E Single Yes 0.65 0.25 17.9 ftt ft 0 in 1 ft 4 in None None 3 W 8 Metal Low-E Single Yes 0.65 0.25 16.0 ft' 1 ft 0 In 1 It 4 In None None 4 W 8 Metal Low-E Single Yes 0.65 0.25 20.1 fN 1 ft 0 in 1 ft 4 In None None 5 S 15 Mehl Low-E Single Yes 0.65 0.25 16.0 fit 1 It 0 In 1 ft 4 in None None 6 S 17 Metal Low-E Single Yes 0.65 0.25 6.0 ft' ft 0 In 1 ft4 In None None 7 W 21 Mehl Low-E Single Yes 0.65 0.25 15.0 ft' 1110 In 1 ft 41n None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wtwlehouse Proposed ACH(50) .000358 1013.6 55.65 104.65 2598 7 111221201711: 13 AM EnergyGauge® USA - v5.1- Section R405.4.1 Compliant Software Page 4 of 6 FnRM R4OS-21711A HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heed Nave COPA 17 kBbAr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Spot SEER: 16 24 kBtufty 720 cfrn 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Setpnt Conservation 1 Electric None CLST 2 0.98 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Modal # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return— Air CFM 25 CFM26 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cod 1 Attic 6 120 fF Attic 12 ft' Default Leakage AHU Default) c(Default) c 1 1 TEMPERATURES Pmgrernable Thermostat: N Calling Fans: Cooling Jan Feb Ventinngg Jan Feb Mar Mar Apr May n Jun n Jul Jun Jul nAugAu Sep Oct Oct Nov NNoovv Dec Dec Mar pr Mey Aug Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding (WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Coding (W EH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 8o 80 80 78 78 78 78 78 78 78 78 Heating (WO) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 66 68 68 68 68 68 68 68 68 68 68 Heating (WEH) 68 68 68 68 68 68 asPM686688668866886688 1112=01711:13 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Nerve: BSE CONST- OLIVE AVE Builder Name: BSE CONSTRUCTION Street 1019 OLIVE AVENUE Permit Offlce: SEMINOLE COUNTY City. State, Zip: SANFORD , FL , Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford 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. Corners 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 Rim Mats 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. The air barrier shall be installed at any exposed edge of Insulation. 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 Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shell 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. 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. 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. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. 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 gasketed doors 1 ueazu 11 , 1:ia Pm EnergyGauge® USA - v5.1 - Section R405.4.1 Conolant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerforrnance Index, the more efficient the home. 1019 OLIVE AVENUE, SANFORD, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms S. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows— Description a U-Factor: SgI, U=0.65 SHGC: SHGC=0.25 b. U-Factor: NIA SHGC: c. U-Facto: NIA SHGC: d. U-Factor. NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family 1 3 No 1086 Area 105.97 fe fl' fP ft' 8. Floor Types Insulation a Slab -On -Grade Edge Insulation R=0.0 b. WA R= c. N/A R= 1.000 fL 0.250 Area 1088.00 IN ft' fe 9. Wan Types a. Concrete Block - Ext Insul, Exterlor b. NIA c. WA d. NIA 10. Ceiling Types a Under Attic (Vented) b. NIA c. WA 11. Ducts a Sup: Attic, Rat Attic, AH: AHU 12. Cooling systems a Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot ureter systems a. Electric b. Conservatlon features Nana 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which Will be installed (or exceeded) in this home before final Inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compli • features. Builder Signature: Date: / - (- z—A/ 7 Address of New Home: to t 4 City/FL Zip: mac. CS 2--" Insulation R=4.1 R= R= R= Insulation R=30.0 R= R= Area I=.00 fe 112 fe fe Area 1086.00 fN fe IF R fN 6 120 kBb.dhr Efficiency 24.0 SEER:16.00 kSbAr Efficiency 17.0 COP:1.00 Cap: 40 gallons EF: 0.98 None 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. 11/221201711:14 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 i WLIr F n. t I I I1 C C C C a d 25-00-00 s-os-oo q 2x RECORD COPY s4NFORD C OFpAR,4. TI 0 ETT LUMBER CO.,uc 23201f... Ca. NE. P.r e.,. R 0710S Ph— 1 s211.0 = F. 1 ]II 1.0 = r..rr.•.r..rr. ....aar... 4 Ir.r..•.•.r../.rrarir•anO.r.Yl. I r..rrrr.rrrrrrw.r.. P`PNO.w•frra rl.r{.wr.ar..r•ia...rw rr.Irr rr.....r•r f r r rr rr.rrr.rrrr.ar.r.r 1 MM.r.r r,v.r..r. M1 ` •r•ar•rwvr.r I j rrrer..r..rrlrrrw s V ..r.....r..OSIN•.f...—.Aw r.rrlwG,l,w OJr.M1...r r ly ry rr..•— t.a.wr/. Yq..NN.a b..•r.rr. ,A_YM.... rr..rr.rrr..rr.rr.r.rr.r..r r rry r.rrrrl.ry.r1 tirr 4 wr.4r•lrsurFw.M•Y•...1.gr..• llotir.rrrrn.rw.rw.rrgww .1P+r. r.r r..•r.r.w o.•..r1.... wrw..ra fr.rrr rrr..ror.rrw rl 4.•,•r.•.+.+rrrns..+rr.rr.wuv.1•wM r.. biONM,NIRr.r•.....r.w•r. r......rr N• MwrYr_Y.ra..r•w•.r.wgrb rnp... rr.ra rr..r..r.•.r.r.rw.wawww.7 rrr Ar Nur..rryr..w.rr../... •rrrl...r.r.f. Rlrrlr.r.r..w•.a.rr•rrr..a...rr INb r,...rrLrr>.1.r.r, wM..t..r•1Tr Mr. Eyrw.e arltle C.r :FeC 2017 U... No 11 ASCE 7.10 q C. . R TP11.2D1. Irre— F— 10 S T_O..rn :CsC ENh— E,...r Lose CPN :MWFAs Ere, .E.rr. rAe. Y We. al— :1.0 rrM us . E.rr..Nr. ROOF CRTTERVI FLOOR CRITERIA W T C P.n S 112 O DC Pm 0 112 D.Pm T C St'. b. DP.1PO _ Mw No 4VIr e.." r e..S— _ O—MNQ IT SP.ie 2r.. TYP ROOF MANGER rhMS TYP Rl1 MANGER TMD.e A TND2e Ory Y TMDY or, e T me. or, N iMD.a Or, C TNDM2 2 Or, O TND1W Or, D TMDM204 or, P TNDN.,o or, a1 E THOU Or, O F 6RNM t/R R 6 rrw rr.•.. . r r rr r r r..r .r... r rr. r Approve: by Dews:OelNery date: Approval Date: I;O m;mom 0 m Cm aPl r.Pe• a.r .A... 1e..lu.e.n> >Oro. Y.10 > I WD VA......rl.. rr rNan e.re..s..r e...... CONN Isseco70)TRUCTION a MI.e1. I0.NE AVE SPEC AM—' 11019 OLIVE AVE. SANFORD oft. YW. D.." . DNA. 12M401S 0.4n .. PAT Project 0 sososE MiTek' RE: 505054 - 505054 - BSE - OLIVE Site Information: Customer Info: BSE Construction Lot/Block: Address: 1019 Olive Ave City: Sanford Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY Project Name: Olive Ave Spec Model: Subdivision: State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003 section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# Truss Name I Date I No. I Seal# ITruss Name Date 1 1 T13175944 IA01 2/8/18 112 1 T13175955 1 ER 2/8/18 12 IT13175945 IA02 12/8/18 113 1T13175956 1 EVP 12/8/18 I 13 I T13175946 I A03 12/8/18 114 1 T13175957 I HJ7 1218/18 I 4 IT13175947 IA04 2/8/18 115 1 T13175958 1 HJ7P 2/8/18 15 IT13175948 IA04P 12/8/18 116 1 T1 3175959 1 HJ7PA 12/8/18 1 16 I T13175949 ICJ 1 12/8/18 1 I I 17 IT13175950 1 CA P 12/8/18 18 I T13175951 I CJ3 12/8/18 19 IT13175952ICJ3P 12/8/18 110 I T13175953 I CJ5 12/8/18 I11 IT131759541CJ5P 12/8/18 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. J ING SANFOFtO FPAR' 3557 PS A, Abe No 39380 STATE OF :•4/ 4 . Ieef1owE Thomas A. Albanl PE No.31=1 MIT* USA, Inc. Pl. Geri 6M 6W Perko East Blvd. Tampa PL 33610 Date: February 8,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply 605054 - BSE - OLIVE T131759441505054A01Common131 ReferenceJob Tibbetts Lumber Co, Palm Say. FL 6814 4x4 = 4 8.200 s Nov 30 2017 MITek Industries, Inc. Thu Feb a 07:53:43 2018 6$14 ' 144 Scale - T43 3 1$ 30 = 3x4 = 3x4 = 3x4 = 3x4 = 86.10 7-10-13 S810 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 V@ri(LL) -0.14 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0 78 Vert(CT) -0.31 6-8 >951 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 80T CHORD Rigid ceiling directly applied or 94-I S oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1053/0.8-0, 6=1053/0.8-0 Max Horz 2=-84(LC 10) Max Uplift 2=213(LC 12), 6=213(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1906/478. 3-4=1672/446, 4-5=1672/446, 6-6=1906/478 BOT CHORD 2-10=360/1683, 8-10-176/1130, 6-8-372/1683 WEBS 4-8=111/585, 5$=366/214, 4-10=111/585. 3.10=366/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=25ft; 8=45ft; L=24ft; eave-1411; Cat. 11, Exp 8; Encl.. GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 12-6-0. Exterior(2) 12-6.0 to 16-6-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It -lb) 2=213, 6=213. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coppies. Thomas A. Albani PE No.3831)0 k9Tak UU Ina FL Ceft *U Mil Parke Eaat Blvd. Tampa FL 33810 Data: February 8,2018 QWARNING - varNy design parameters and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE M)P7473 rev. 10A MOta BEFORE USE. Design valid for use only with MITekS Connector& This design Is based only upon parameters shown, and Is rot an Individual building Component, not MRatrusssystemBeforeuss, the building designer must verify the eppdkeblllty, or design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent Colupse well possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellWry, ereaon and bracing of trusses and truss "tuts. sae ANSVTPI1 Quality CAterta, OSS42 and SCSI Building Component 6904 Parke East BIOS. Safety IMomu ion available from Truss Plate Institute, 216 N Lee Street. Suite 31Z Alawndda, VA 22314 Temps, FL 36610 Job Truss Ttuss Type Oty Ply 505054 - SSE - OLIVE T13175945 505054 A02 Hip 2 1 Job Tibbetts Lumber Co. Palm Bay, FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:68:49 2018 Page 1 ID:Zs6Oc4EHYOENjOXRgcnn6UySFdR-3PDgt3bkokeuYpP W RmyMUUaSUHOpntvW44NAYznG7a 1-00 5-9-14 11-041 14-" 1912-2 25-0-0 26-" 1-0-0 5.9.14 5-2.2 3." 5 2.2 5-9-14 1." 4x8 = 4x4 = Stale - 1:44.0 3x4 = 1 's _ 11 1 u e 3x4 2x4 II 3x4 = 3x4 = US = 2x4 II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.08 11 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 SC 0.52 Ven(CT) -0.17 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.07 7 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 124 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 221053/0-8-0, 7-1053/0-8-0 Max Horz 2=74(LC 11) Max Uplift 2=-239(LC 12). 7=239(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-14 Go puffins, except 2-0-0 oc purlins (5-2-8 max.): 4-5. SOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1970/641, 3-4=-1432/449, 4-5=-1269/455, 5.6=1433/449, 6.7=1969/541 BOT CHORD 2-13=-431/1742, 11-13=-431/1742, 10-11-253/1268, 9-10=435/1742, 7-9=-435/1742 WEBS 3-11=542/197, 4-11=-46/320. 5-10-581321. 6-10=541/197 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vuit=140mph (3-second gust) Vasd-108mph; TCDL=4.2pst BCDL=S.Opsf; h=25ft; 8=45ft; L=24ft; eave=12ft; Cat. It: Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-0.0 to 11-", Exterior(2) 11-0-0 to 14-0-0, Interior(1) 18-2-15 to 26-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=239,7=239. 7) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alba! PE KOM It hk USA, Inc. FL Cut W4 M Puke Eat Blvd Tamps FL Will Date: February 8,2018 O WARNING- Valry design paramears and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE dfIF7Q11nv. l"241015 BEFORE USE. Design valid for use only with MIT*k* conneCats. This design Is based only upon parameters shown, and Is for an IndNldual balding component, not W ss "am. Bator* use, the building designer must verify the applicability of design paameters and property, inCOM Wass this design Into the overa0 bu9dmg design. Bracing Indicated Is to prevent buc" of In"ual truss web andfor QUM Members only Adildlonal temp Wary and permanent Waring MITek- IsabvaysredforstabilityandtopreventCollapsewithpotarsPossiblepersonalInjuryandprepertydamage. For general guidance regarding the fabrication, storage, delivery. Weaion and baWp of truesee and truss systems, see ANSVTPII Dually Criteria, DS849 and BCSI Building Component Safety Information available horn Truss Plate Inst"*. 218 N. Lee Street, Suite 312. Alexandils. VA 22314. 6904 Ps" Fast Blvd. Tamps. FL 36610 Job Truss Truss Type oty Ply 505054 • BSE -OLIVE T13175946 505054 A03 Hip 2 1 Reference TitibettS Lumber co. Palm Bay. FL 1-0-0 14 1 0 0 4-9 14 4.2.2 43 _ A a.zuu s r4ov Ju 2u1 / No I ex InGYSat@s, mc. i nu reo a ur:aoau [u to 44 = 4.2-2 4-9.14 Scale = 1:44 0 3x4 i 0 3A US = 3x4 = 3x4 = 9-0.0 16-0-0 25-0-0 i Plate Offsets lx Yl- 12.0-3 0 0-1-81 15,0.5-40.2-01 r7:0.3-0 0-1-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 V@ft(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.85 Vert(CT) -0.40 7-9 >723 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.07 7 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 115 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc puriins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. REACTIONS. ( Ib/size) 2-WS3/0-841, 7-1053/0.8-0 Max Horz 2-62(LC 11) Max Uplrft 2-239(LC 12). 7-239(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1912/621, 3-4=1643/502. 4-5=14831503. 5-6=1643/503, 6-7=1912/621 BOT CHORD 2-11-508/1707. 9-11-33411483, 7-9=51211707 WEBS 3-11-262/194, 4-11-0/360. 5-9=0/360, 6-9-2621194 NOTES- _ 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph: TCDL-4.2psf: BCOL=5 Opsf, h=25ft: B=45ft: L=24ft; eave-10ft, Cat. II; Exp B: Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 20-4-6, Interior(1) 20-4-6 to 26-0-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been 2=239, 7=239. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top end/or bottom chord. electronically Signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coppies. ma ThosA Albans PE No.363A0 Well: USA, Inc. FL Cat 6634 M Parke East Blvd. Tsmpa FL 33610 Date: February 8,2018 Q WARNING • VWW design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE A147473 rev. 1"14015 BEFORE USE. Design valid tot use only with MlTek* connector This design Is based only upon parameters shown, and is for an Individual budding Component, not a uuse "am Before use, the budding designer Mutt verify the sppli sbNly of design parameters and property incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual three web andfor chord members cnly Addidonal temporary and permanent braoNg MiTek' walwaysrequiredfor =bdRy and to prevent Conepse with possible personal Injury and property, damage For general guidance regarding the hitMcetron, storage, delivery, erection and bracing of trusaaa and Coss systems, see ANSIrrPN Quality Crttorls, 03849 and SCSI Building Component - 6t1W Parke Fast am Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexereris, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty 505054 - BSE -OLIVEty T13175947 505054 A04 Hip Girder 1 1 Job Reference Tibbetts Lumber Co, Palm Say. FL I." 3.9-14 34.2 5-" axe = 2x4 II 8.200 s Nov 30 2017 Mrrek Industries, Inc. Thu Feb 8 07:58.51 2018 A = 3-2-2 3-9-14 Stale = 1:44 0 34 = is „ v 34 = 3x4 = 4)6 = 44 = 3x4 = 7.0-0 12$11 1 ti-0.0 25-M 7!M 58-0 { 5 8 0 7." Plate Offsets (X Y)- 12.0.0-2 Edael f4.0-2-4 0.3121 f6:0-2-4 0-4-01, f8:0-42 0-1-81 LOADING (psf) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber OOL 1.25 BCLL 0.0 - Rep Stress Incr NO SCOL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except, B-12: 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2-1835/0-".8-1935/0-" Max Harz 2=49(LC 6) Max Uplift 2=675(LC 8). 8=613(LC 8) CSI. DEFL. in (loc) Udell L/d TC 0.61 Vert(LL) 0.25 11-13 999 240 BC 0.98 Vert(CT) 0.39 10-11 756 180 W8 0.38 Horz(CT) 0.12 8 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except 2-0-0 oc purlins (2-11-8 max.): 4-6. 80T CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3771/1403, 3-4=3728/1426, 4-5-4648/1724, 5-6=-4648/1724, 6.7=3974/1256, 7-8=-4007/1249 BOT CHORD 2-13-1211/3370, 11-13-123313450. 10-11-1065/3685, 8-10-107513684 WEBS 4-13=108/419, 4-11-438/1422, 5-11-892/441. 6-11=621/1140, 6.10=0/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd-108mph: TCDL=4 2psf, BCDL=5.0psf: h=25ft; 8=45ft; L=24ft: eave=8ft: Cat. 11; Exp 8; Encl., GCpi=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (n=lb) 2=675, 8=613. 7) Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ill down and 120 lb up at 7-0-0, 130 lb down and 119 lb up at 9-0-12. 130 lb down and 119 Ill up at 11.0-12. 130 lb down and 119 lb up at 12-6-0. 130 lb down and 119 lb up at 13-11-4, and 130 lb down and 119 lb up at 15-11-4, and 230 lb down and 215 lb up at 18-0-0 on top chord, and 148 lb down and 147 lb up at 7-", 92 lb down and 63 lb up at 9 12. 92 lb down and 63 lb up at 11-0-12. 92 lb down and 63 lb up at 12-6-0. 92 lb down at 13-11-4. and 92 lb down at 15-11-4. and 326 lb down and 46 lb up at 17-11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=l 25 Uniform Loads (plf) Vert: 1.4=-60, 4-6-60, 6-9=-60, 2-8=20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albwd PE No.38 Wilk USA, Inc. FL G110834 M Parke East Blvd Tampa FL 3U10 Data: February 8,2018 0 WARNING - V designerfryp parameters and READ NOTES ON IIgS AND INCLUDED da1EK REFERENCE PAGE MU 717>I rev. fdret/20/6 BEFORE USE. Design valid for use arty with MlTekop connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the Wilding designer must venty the applicability of design parameters and properly Incorporate Nis design Into the overall budding design. Bracing Indicated Is to prevent Welding of Individual muss web andlof chord members arty. Additional temporary and permanent bracing M iTek- Is at«ays required for stability and to prevent collapse with possible personal injury ana pmpaM damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trussaa and truss systems, see ANSVTPI1 Quality Cntarla, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plata Institute, 218 N Lee West. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply 505054 - SSE - OLIVE T13175947 505054 A04 Hip Girder 1 1 o 'o all Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:58:51 2018 Page 2 I D,Zs6Oc4EHYOENjOXRgcnnSUySFdR-OnLeHld?JLucn7YuZGuORvesOlsKHgBC_OZTEOznG7Y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=130(F) 6=183(F) 12=-46(F) 13=148(F) 11=46(F) 5-130(F) 10=321(F) 14=130(F) 15=130(F) 18=130(F) 19-130(F) 20=-46(F) 21=-46(F) 22=-46(F) WARNING - Varlry dealpn paramHera and READ NOTES ON T aS AND INCLUDED h0TEX REFERENCE PAGE 11,111•7472 mv. f6021201S BEFORE USE. Design valid for use only with MlTekt9 connectors. This design Is baled only upon parameters shown, and Is for an Individual building component, net acost system. Before ust, the building designer must verify the applkaoUity of design parameters and property Incorporate this design Into the overall building design Bracing Indkatad Is to proven budding of Individual trust web and/or Nord members only. Additional temporary and permanent bracing WNW swaysrequiredrocStabilityandtoprovencoaapsswithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of muses and cost systems, sea ANS11TP11 Quality Collette, OSB21 and SCSI Building Component 6904 Perko East Blvd. Safety Information available from Truss puts Institute, 210 N. Lee Street. Suite 312. Alsxandds. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply 505054 - SSE - OLIVE T13175948 505054 A04P Hip Girder 1 1 a all Tibbetts Lumber Co, Palm Say, FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:58:53 2018 Page 1 ID:Zs6oc4EHYOENjOXRgrnn6UySFdR-yASLIOaFrz8KlRiHggwuWKfCt6eglWi Ri2aJJznG7W t-0-0 8.4.1 7.1 34-0 3.9-0 340 122. 3-a14 US 3x4 i 2X4 II 4X4 = 4x8 = Scale - 1.44.0 3X4 = 18 1a 14 1s 11 3x4 = 2X4 II 4x6 = 3x4 — 3x4 = 3x4 = 3x4 = 7-0-0 0.4.0 t t04-0 t4.3-0 t600 2S00 0.44 t 34.0 }p0 }PO 7" eau LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCU- 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. In loc) Udefl Ud TC 0.61 Vert(L-) 0.07 9-11 999 240 SC 0.59 Vert(CT) 0.15 9.11 999 180 WB 0.70 Horz(CT) 0.02 9 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 127 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc puffins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc puffins (6-0-0 max.): 4-7. 80T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0.8.0. lb) - Max Horz 2 =50(LC 6) Max Uplift All uplift 100 lb or less at joints) except 2-139(LC 25), 16=186(LC 8), 14=656(LC 8), 9-228(LC 8) Max Grav All reactions 250lb or less at joint(s) 2 except 16=472(LC 17), 14-2361(LC 18), 9=868(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-32/322, 4-5=148/804, 5-6=-148/804, 6.7-637/191, 7-8=1325/309, 8-9=1523/361 BOT CHORD 14-15=274167, 13.14=102/636, 11-13=195/1213, 9-11-272/1342 WEBS 3-16=248/255, 3.15=-414/99, 4-1Sz170/326.4-14=752/261, 5.14=533/275, 6-14=1827/427. 6-13=0/683, 7-13=-742/143, 7-11=01627 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=S.Opsf; h=25ft; 8=45ft, L-2411; eave=8ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tell by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 2, 186 lb uplift at joint 16, 656 lb uplift at joint 14 and 228 lb uplift at joint 9. 7) Graphical purlin representation does not depict the sae or the orientation of the purlin along the top and/or bottom chord 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 120 lb up at 7-0-0, 130 Ib down and 119 Ib up at 9-0.12, 130 lb down and 119 Ib up at 11-0-12, 130 lb down and 119 Ib up et 12-6-0, 130 Ib down and 119 lb up at 13-11.4, and 130 lb down and 119 lb up at 15.11-4. and 230 lb down and 215 lb up at 18.0.0 on top chord, and 198 lb down and 174 lb up at 74.0, 92 lb down and 63 lb up at 9-0-12. 92 lb down at 11-012. 92 lb down at 12-6-0, 92 lb down at 13-11-4, and 92 lb down at 15.11-4, and 326 lb down and 46 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Therms A. Albard PE No 039 III USX Inc. FL Cat 04 4904 Parka East Blvd. Tampa FL 33610 Oats: February 8,2018 QWARN/NG • Vodfy Assign parametars and READ NOTES ON T10S AND INCLUDED A6TEK REFERENCE PAGE 11,19•7473 rev. 10MM015 BEFORE USE. Ossign valid for user only with MReha connectors. This design Is based only upon parameters shown, and is rot an individual building componsm, not a truss system. Before use. the building designer must verify the appik:&bility of design parameters and properly Incorporate this design Into the overall building design. Br&dng Indlested Is to prevent budding of Individual truss web and/or diom members only. Addalonsl temporary and petmanant br&ang MiTek' s &Mays required for stability and to prevent collapse with possible personal Injury and property damage far general guidance regaining the fabrication, storage• de1Mry. stoOm and bmdng of trusses and truss systems, no ANSVTPII Quality Criteria, OSS40 and SCSI Building Component 69W Pence East Blvd Safety Information available from Truss Plate Institute, 218 N. Las Strom. Suns 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty, 505054 - SSE - OLIVEPty T13175948 505054 A04P Hip Girder 1 1 Job Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MiTek Industries, Inc. Thu Feb 8 07:68:53 2018 Page 2 10:Zs60o4EHYOENjOXRgcnn6UySFdR-yASUOeFaSKI RiHggwuWKfCt6egfViVRi2aJJznG?W LOAD CASE(S) Standard Undorm Loads(pU) Vert: 1.4=60, 4-7-60, 7-10=60, 2-9=20 Concentrated Loads (lb) Vert: 4=130(8) 7=183(B) 15=198(B) 11=321(8) 17--130(8) 18=130(8) 20=-130(8) 22-130(B) 23=-130(B) 24=-46(B) 25=46(8) 26=-46(B) 27=-46(B) 28=-46(B) WARWNO - Verify design parameters and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE MO.7472 rev. 1d034015 BEFORE USE. Oealgn valid for use only with MITelap connectors This design Is bused only upon parameters shown, and Is for an indivldual building component, not a truss "am. Before use, the building dsslgner must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of IndMdual truss web andror clad members only. Additional temporary and permanent bracing ek' MlIsalwaysrequiredforstabilityandtoprevailCollapsewithpossiblepersonalInjuryandproperty, damage. For general gufoance regarding the - l fabrication, garage. delivery, erection and bracing of trusses and wit sytlems, sae ANSI/TP11 Quality Criteria, OSS48 and SCSI Building Component 68W Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Les Street, Suite 31 Z Alexandria, VA 22314. Tamps, FL 38810 Job Truss Truss Type Oty Ply 505054 - SSE - OLIVE T13175949 505054 CJ1 Comer Jadc 4 1 o ' Tibbetts Lumber Co, Palm Bay. FL 2x4 = 8.200 s Nov 30 2017 Mirek Industries. Inc. Thu Feb 8 07:58:54 2018 d d 0 Scale = 1.6 5 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Sc 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 000 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FSC2017rrP12014 Matrix-P Weight: 5 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=138/0-8-0, 4=9/Mechanical Max Harz 2=34(LC 12) Max Uplift 3=9(LC 1), 2=78(LC 12) Max Grav 3-15(LC 12), 2-138(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuH=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-S.Opsf; h=25ft; B=45ft; L=24ft: eave=2ft: Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 Ill, uplift at joint 3 and 78 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A AlbertiPE WA Well: U91, Inc. FL Cat 0134 M Parka Ead Blvd. Tampa FL 33610 Date: February 8,2018 QWARWMG • Verily design parameters and REAO NOTES ON T dS AND INCLUDED AdTEK REFERENCE PAGE A1/1.1472 rev. fadO OIS BEFORE USE. Design valid for use only with MlTaba Connectors This design it based only upon parameters Shown. and Is for an Individual building Component, not go* a trust system Before use, the building designer must verify the appli ablbty of design parsmetan and properly Incorporate this design into the overall building design. Sradng Indicated Is to prevent buekllrp of Individual trust web and/or diord members only. Additional temporary and permanent bradng MiTek Is always required for stability and to prevent Collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, traction and bradng of trusses and truss systams, soa ANSVrPI1 Quality Criteria, OSS49 and SCSI Building Component 8904 Parks Fast Blvd. Safety information available (ram Truss Plate Institute, 218 N. Lee $treet, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty 505054 - BSE - OLIVEPly T13175950 605054 CJ1P CORNER JACK 4 1 job Reference Tibbetts Lumber Co, Palm Bay. FL 8.200 s Nov 30 2017 MTek Industries, Inc Thu Feb 8 07:58:64 2018 Page 1 ID:Zs6Oo4EHYOENjOXRgcnn6UySFdR-OMOjvrmftcGGBebHTEOR73XCVEV7EU6segMn8riznG7V 1-0-0 0-114 1-0-0 0-114 2x4 = Scale a 1.6 4 all4 a114 LOADING (psf) SPACING- 24-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.12 Veft(LL) 0.00 2 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=14/Mechanical, 2=138/0-8-0, 4=9/Mechanical Max Horz 2=33(LC 12) Max Uplift 3=14(LC 1). 2=80(LC 12) Max Grav 3-18(LC 12). 2=138(LC 1). 4=17(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=25ft; 8=45ft; L=24ft; eave=2ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 3 and 80 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic co Iles. Thomas A. Albani PE No.39 Wok USA, Inc. FL Cad 4834 M Parke Ead Blvd. Tamps FL 33610 Date: February 8,2018 AWARNING - Ved/y deals. panmaters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 16=1015 BEFORE USE. Oeslgn valid Tor use only with MlTalaB connectors. This design Is based only upon parameters Mown, and Is for an Individual building Component, not a was system 8e10r* use, the building designer must vent' the applicability of design parameters and property incorporate this design Into the overall budiddng design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MITek' Is always required for stabWry and to prevent collapse won posabl* personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, *(action and bracing of trusas and truss systems, sae ANSVTPI1 Quality Criteria, OSS41 and SCSI Building Component 6904 Ps" East Blvd. Safety Information aallabla from Truss Plate Insthute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Py 505054 - BSE - OLIVE T131759511505054CJ3ComerJack41 Job e o 0 Tibbetts Lumber Co, Palm Bay. FL 8.200 s Nov 30 2017 Mrrek Industries, Inc. Thu Feb 8 07:58:55 2018 Page 1 ID.Zs6Oo4EHYOENjOXRgcnn6UySFdR-uZa576gVNaP2GksgoSzMblkgOvRPDZ6ouOXhNCznG7U t-0-0 3-0-0 1-0-0 3-0-0 Scale - 1.10 8 2x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl tJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.11 Veft(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 SC 0.08 Ven(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) -0.00 3 n/a n/a SCOL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=58/Mechanical, 2=205/0-8-0, 4=26/Mechanical Max Hoe 2=61(LC 12) Max Uplift 3=-27(LC 12). 2=81(LC 12) Max Grav 3=58(LC 1), 2=205(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCOL=5.0psf; h-25ft; 8=45ft: L=24ft; eave=4ft; Cat. II; Exp 8; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fin between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 81 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. AIiani PE No.38 t0 WTak USA, Inc. FL Cat NU Will Puke Ead BNB Tampa FL 33810 Date: February 8,2018 QWARWNO • Verify dealgn parameters and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE MIb7473 mv. Id W/2016 BEFORE USE. - Design valid for use only with MlTelra connectors. This design Is bused only upon parameters shown, and Is for an IndNqual bu6Nng componer, not a best "am. Before use, ON budding designer must veflly the apptkabdriy of design parameters and property Irrcorporate thla design Into the Overall budding design. BraWq Inflated Is toprePreventbudding of Individual truss web and/or Had members only Additional temporary and parmar ent brKIng ek' MlISalwaysrequiredforstabilityandtopreventcollapsewanpossiblepersonalInjuryandproperlydamage. For general gudance regarding the l fabrication, storage, delivery, arectlen and bradng of truss*$ and truss systems, ace ANSIRPII Quality Criteria, OSS49 and SCSI Building component 6904 Parka East a". Safety Information available from Truss Plats Institute, 21a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty 506054 - SSE - OLIVE JPly T13175952 505054 CJ3P CORNER JACK 4 1 b e co Tibbetts Lumber Co, Palm Say, FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:58:56 2018 Page 1 ID:Zs6Oo4EHYOENjOXRgcnn6UySFdR-M18TLSh78uXvuuRsLpUbByHrzJniy?Mx7gGEweznG7T 1-0-0 2.11-4 1-0-0 2-114 Scale - 1.10 6 2x4 = 2.11.4 LOADING (pso SPACING- 2-0-0 CSI. OEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Veft(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.07 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 11 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=55/Mechanical, 2-203/0.841. 4=25/Mechanical Max Harz 2=61(LC 12) Max Uplift 3=26(LC 12), 2=111(LC 12), 4=17(LC 8) Max Grav 3=55(LC 1), 2=203(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; SCDL=5.0psf; h=25ft; B=45ft; L=24ft; eaven4ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 2-10-8 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will nit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3, 111 lb uplift at joint 2 and 17 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albans PE No.39 Welt UU Inc, FL Cat 0034 t1'904 Parke Ead Blvd. Tamps FL 33610 Data: February 8,2018 QWARNINO - Verify design panamet. and READ NOTES ON TNIS AND INCLUDED AUTEK REFERENCE PAGE 11II1-7473 rev. 10JUM/S BEFORE USE. Design valid for we any with MITak® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a cost system Before use, the building designer mull veMy the Applicability of design parameters and property Incorporate this design Into the everts bubdltlg design. Bracing Indicated Is to prevent bucIding of Individual truss web and/or Yard members only Additional temporary and permanent bra" MTekIsalwaysraqulredforago" and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of uussas and true system$, set ANSVTPII Quality CntAAA, OSS49 and SCSI Building component 6904 Parke FJa am Safety Information available hem Truss Plate Institute, 216 N Lee street, Suite 31Z AlMOrle, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy 505054 - SSE - OLIVE 1ply T131759531505054CJ5ComerJack41 Job Reference Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MiTek Industries, Inc. Thu Feb 8 07:58:56 2018 Page 1 ID-Zs6Oo4EHYOENjOXRgcnn6UySFdR-MISTLSh78uXvuuRsLpUb$yHnUJIty7Mx7gGEweznG7T 1-0.0 4-11-4 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inv YES SCOL 100 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 lSiL CSI. OEFL. in loc) Udefl L/d TC 0.33 Vert(LL) 0.03 2-4 999 240 8C 0.25 Vert(CT) 0.05 2-4 999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P REACTIONS. (lb/size) 3-125/Mechanical, 2=273/0-8-0, 4=45/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=84(LC 12), 2=-84(LC 12) Max Grav 3=125(LC 1). 2=273(LC 1).4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1.14 7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-11-4 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCDL=S.Opsf: h=25ff; 8=45ft; L-24ft; eave=611; Cat. II; Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-8 zone;C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 84 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coppies. Thomas A. Alban) PE No.39TO Will: USA, Inc. FL Celt M4 8804 Puke Ead Blvd. Tampa FL 33810 Date: February 8,2018 O WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE MI1-7473 rev. t00312015 BEFORE USE. Design valid for use only watt MITek* connectors This design Is based only upon parameters shown, and is for an Individual bunting component, not HEawassystem. Before use, the building designer must ve ft the applWabrlrty of design parameters end property incorporate this design into the Overall DuIlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek- Is always required for stabady and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, sae ANSUTPN Quality Criteria. 08549 and SCSI Building Component 6904 Parke East Blvd Safety Intonnatlon available from Trust Plate Institute. 218 N. Lee 9we1. Suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply 505054 - SSE - OLIVE 1 T13175954 505054 CJ5P CORNER JACK 4 1 b Reference Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:58:57 2018 Page 1 10:Zs6Oc,4EHYOENjOXRgcnn6UySFdR-OrYohmvBfmWO2VVV?q gyEj56hSc5MKOoS4znG7S 1-0-0 4-11.4 1-0-0 4.11-4 Scale = 1 14 7 2tt4 4-11-4 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(L-) 0.05 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.25 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=125/Mechanical, 2=273/0.8-0, 4=45/Mechanical Max Harz 2-88(LC 12) Max Uplift 3=64(LC 12). 2=136(LC 12), 4=30(LC 8) Max Grav 3=125(LC 1). 2=273(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf. BCDL=5.Opsf; h=25ft; 8=45ft; L-24ft: eave=6ft: Cat. 11; Exp 8; Encl.. GCpi=0.16: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0. Interior(1) 2-0-0 to 4-10-8 zone; porch left exposed:C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fat between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3, 136 lb uplift at joint 2 and 30 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39 liffek USA, Inc. FL C*t $04 W Parks East Blvd. Tampa FL 33810 Dab: February 8,2018 O WARNING - VMry deefgn parameters and READ NOTES ON Tres AND INCLUDED agTEK REFERENCE PAGE 610-7473 raw. 1040=415 BEFORE USE. Design valid for use ony with Watt connectors. This design It based ony upon parameters &fawn, and is for an Individual building Component, not HH, a truss syttem. Before use, the building designer must verify the applitabtiy of design parameters and property Incorporate it" design into the overall budding design. Bracing Indicated is to prevent buMbV of Individual trust web andfor Nord members only. Additional temporary and Permanent brading MiTek' is always required for CAbU4 and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabi"on, storage, delivery, erection and bracing of trunat and wit systems, &ea ANSUrPl1 Quality Criteria, OSS49 and SCSI Building Component SON Parke East Blvd Safety IMomleaon available ham Trutt Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oy Ply 505054 - SSE - OLIVE T131759551505054EJ7Jack -Open 8 1 job Refoa Tibbetts Lumber Co, Palm Say. FL 8.200 a Nov 30 2017 Mrrek Industries, Inc. Thu Feb 8 07:58:50 2018 Page t ID:Zs6Oo4EHYOENjOXRgcnn6UySFdR-18GEISiOgVnd7CbETEW3DNM1E6MOOv b IL XznG7R 1-0-0 7-0-0 1-0-0 7-0-0 Scale - 1:18 8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.76 Vert(L-) -0.11 2-4 >695 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.57 Vert(CT) -023 2-4 >347 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a SCOL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. SOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3-190/Mechanical, 2=352/0.8.0, 4=66/Mechanical Max Horz 2=117(LC 12) Max Uplift 3-98(LC 12). 2=90(LC 12) Max Grav 3=190(LC 1), 2=352(LC 1). 4=132(LC 3) FORCES. ( lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vuk-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=5.Opsf; h=25ft; 8=45ft; L-24ft; eave=8ft, Cat. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-", Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom Chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 90 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.3A Ii USA, Inc. FL C40 W4 M Parks Eat Bhd Tamps FL 33410 Date: February 8,2018 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE W7473 rev. 100MO1S BEFORE USE. Design valid for use only with MIT610 Connectors This design Is based only upon parameters shown, and Is for an Individual building Component, notHE atrusssystemBeforeuse, the building designer must varry the appticablidy of design parameters and propery, Incorporate tnu design Into the overall building design. Bracing Indicated Is to prevent buchprp of Individual truss web and/or onord members only Additional temporary and permanent bracing ek' WOWIsalwaysrequiredforetab9AyandtopreventcollapsewonpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingit* fabdcadon, storage, delivery. erection and tracing of trusses and truss "am$. see ANSUIPII Quality Criteria. OSS49 and SCSI Building Component 6904 Pence Fast Blvd. Safety Information available from Truss Plate Inetdute, 218 N. Lee Street, Suite 31Z Alertandda, VA 22314 Temps. FL 36610 Job Truss Truss Type Oty Ply 505054 - SSE - OLIVE T131759561505054EJ7PJACK -OPEN 6 1 o ee Tibbetts Lumber Co, Palm Say, FL 8 200 a Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07:58:58 2018 Page 1 ID.Zs6oe4EHYOENjOXRgcnn6UySFdR-18GEISiOgVnd7CbETEW30NM1E6MOOvr£b IL XznG7R 1-0 0 7-0-0 A 2x4 = Scale= 1.1sa 744 LOADING (psf) SPACING- 2-04 CSI. DEFL. in loc) I/de8 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 2.4 >330 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >347 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0 00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 23 lb FT = 204A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 cc puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0.0 cc bracing. REACTIONS. (lb/size) 3=190/Mechanicaf, 2=352/0-8-0, 4=66/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=98(LC 12). 2=167(LC 12). 4=-43(LC 8) Max Grav 3=190(LC 1), 2=352(LC 1). 4=132(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCOL=4.2pst BCDL=S.Opsf. h=25ft; 8=45ft; L=24ft; eave=8ft; Cat. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exierior(2) -1.)-0 to 2-0-0, Interior(1) 2-0.0 to 6-11-4 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3, 167 lb uplift at joint 2 and 43 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coppies. Thomas A Albahi PE No.313t0 WT.k USA, Inc. FL Ctxt04 M Parke Eatd Blvd Tampa FL 33910 Oats: February 8,2018 O WARNING - Verify design parameters and READ NOTES ON T10S AND INCLUDED WTEX REFERENCE PAGE N141173 nw. /dM3Q016 BEFORE USE. Design valid for We only with MFTel* connectors. This design Is based only upon parameters shown. and Is for an individual building Component. not a truss "am. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the Overall bulltlng design. Bracing Indicated Is to prevent buckling of mdh4duel lass web and/or Chord members only. Additional temporary and pehnanant bracing MiTekIsswaysrequiredforstabilityandapreventCollapsewithpossiblepersonalInjuryerrspropertydamage. For general guidance regarding the fabrication, storage, delivery, erectlotl and bracing of lasses and truss systems, see ANSUTPN Quality criteria. OSS49 and SCSI Building Component 6904 Pane East Bhd. Safety information available from Truss Plow Institute. 218 N Lee Svw. Suite 31 Z Alexandda. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty 505054 - BSE - OLIVEty T13175957 505054 HJ7 Diagonal Hip Girder 2 1 Job Reference o o e Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MTek Industries, Inc Thu Feb 8 07:58:59 2018 Page 1 ID:Zs6Oc4 EHYOENjOXRgcnn6UySFdR-nKgczUjORpWIM9R 1 x 1 IIbvHSW091XNpeVvWzznG70 1 5 0 5.2.9 9-10.1 1 5-0 5-2-9 4.7.6 Scale = 1:21 2 2x4 = an ll 5 5.2.9 4.7$ LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in loc) I/defi Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.43 Vert(LL) 0.04 6.7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.52 Vert(CT) 0.09 6-7 999 180 SCLL 0.0 ' Rep Stress Incr NO W8 0.29 Horz(CT) 0.01 5 n/a n/a SCOL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.2 REACTIONS. (lb/size) 4=138/Mechanical, 2=46910-10-15. 5=304/Mechanical Max Horz 2=117(LC 8) Max Uplift 4-71(LC 8). 2=100(LC 8). 5-31(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-810/92 SOT CHORD 2-7=151/746, 6.7=151/746 WEBS 3-7-0/294.3-6=797/161 NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=S.Opsf; h=25ft: 8=45ft; L=24ft, eave=0ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 4, 100 lb uplift at joint 2 and 31 lb uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load($) 60 lb down and 94 lb up at 1-4-15. 60Ib down and 94 lb up at 1-4-15, 26 lb down and 36Ib up at 4.2-15, 26 lb down and 36 lb up at 4-2-1 S. and 55 lb down and 82 lb up at 7-0-14, and 55 lb down and 82 lb up at 7.0.14 on top chord, and at 1-4-15, at 1-4-15. 12 lb down at 4-2-15. 12 lb down at 4-2-15, and 34 lb down at 7-0-14, and 34 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4-60. 2-5-20 Concentrated Loads (lb) Vert: 8=63(F=31, 8=31) 10=79(F=-40, 8=40) 13-34(F=-17, B=-17) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE Na39* Wait USA, Inc. FL Cat 88114 M4 Parka Ead Bhrd Tampa FL =18 We: February 8,2018 AWARNING - l0why design Parameters and READ NOTES ON Ties AND INCLUDED AOTEK REFERENCE PAGE Aa47473 rem. 14034015 BEFORE USE. Design valid for use any, with Wake connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, notIn' a truse "am. BOWS use, the building designer must verify the applicabiby of design parameters and property Incorporate this design into the overall Dudding dealgn. Bracing Indicated Is to prevent buckling of IndividualIndividualtruss web and/or chord members only. Addalaal temporary and permanent bracing Ml ek' Is shvays required for stability and to prevent collapse with possible personal Injury and Property damage. For general guidance regarding the l fabrication, storage, delivery, erection and bracing of cusses and truaa "am$. sea ANSUTPN Quality Criteria, OSS49 and SCSI Building Component 6904 Ponta East Blvd. Safely Information available from Truss Plate Institute, 216 N Lee Street, Sidle 312. Ale aaAs. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply 505054 - SSE - OLIVE T13175958 505054 HJ7P JACK -CLOSED GIRDER 1 1 Job Reference foollonall Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MTek Industries, Inc. Thu Feb 8 07.59:01 2018 Page 1 I0:Zs6oc4EHYOENjOXRgcnn6UySFdR-OxM09kGz098_fJp8M3mr0_d4KRIdDegHy_7brznG70 15-0 5.2-15 0.10.13 15-0 5.2-15 4.7-14 I 2x4 = 7 5 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.2 Scale - 1:20.7 CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 040 Ven(LL) 0.03 2-8 >999 240 MT20 244/190 SC 0.30 Vert(CT) -0.04 2-8 >999 180 WB 0.25 Horz(CT) 0.01 5 n/a n/a Matrix-S Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-10-3, 7=0-10-3. lb) - Max Horz 2=117(LC 8) Max Uplrit All uplift 100 lbor less at joint(s) 4, S. 7 except 2=241(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, S. 7 except 2=435(LC 1) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=-681/290 BOT CHORD 2-8-344/610. 7-8=344/610. 6-7=344/610 WEBS 3.6=-649/366 NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph: TCDL-4 2psf, BCDL=S.Opsf; h=25ft; B=45ft; L=24ft: eave=0it: Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, S. 7 except jt= 1b) 2=241. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 35 lb up at 4- 2-15. 25 lb down and 35 lb up at 4-2-15. and 55 lb down and 82 lb up at 7-0-14, and 55 lb down and 82 lb up at 7-0-14 on top chord, and 39 lb down and 42 lb up at 1-4-15, 39 lb down and 42 lb up at 1-4-1 S. 11 lb down at 4-2-15, 11 lb down at 4-2-15, and 34 lb down and 27 lb up at 7-0.14, and 34 lb down and 27 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.4=60, 2-5-20 Concentrated Loads (lb) Vert: 10=79(F=-40, B=40) 11=66(F=33, B-33) 13=34(F-17, B=-17) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. AMM PE NoJ931110 WTA USA, Inc. FL Cat M4 INIM Parka Ead Blvd. Tampa FL 33810 Dam: February 8,2018 0 wAmat10 • vw* design parameters and READ NOTES oN nes, AND INCLUDED A6TEK REFERENCE PAGE Aa47473 rev, 0413/2015 BEFORE USE. Design valid for use only with MITabD Connectors This design Is based only upon parameters shown. and Is for an Individual building Component, not a truss "*in Before use, the building designer must vanfy the applicability of design parameters and property Incorporate this design Into the overall bubding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek- IsalwaysrequiredforstabddyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregatdingmefabrication. storage, delivery, erection are bracing of tlusses and truss systems, sae ANSUTPII Quality cnteM, OSS49 and SCSI Building component 6901 Parke EAU Blvd. Safety Information available from Truss Pete Intricate, 210 N. Lee Street, Suee 312. Alexandra, VA 22314 Tamps FL 36610 Job Truss Truss Type Oty 505054 - SSE - OLIVE JP1y T13175959 505054 HJ7PA DIAGONAL HIP GIRDER 1 1 Job Tibbetts Lumber Co, Palm Say. FL 8.200 s Nov 30 2017 MiTek Industries, Inc. Thu Feb 8 07:59:02 2018 Page 1 I D:Zs60e4EHYOENjOXRgenn6UySFdR-BvVkbMukkH2epuOi3b7NDXofknUMg 1 gVcjZ71znG7N 1S-0 5.2.9 9-10-1 1 S-0 6.2-9 4-7-8 Scale - 1.21.2 5-2-9 34-3 10.11-5 LOADING (pst) SPACING- 2-" CSI. DEFL. in loc) Udeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 040 Vert(LL) 0.03 2-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.30 Vert(CT) 0.03 2-8 999 180 BCLL 0.0 Rep Stress Ina NO WB 024 Horz(CT) 0.01 5 n/a Tire BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. All bearings Mechanical except @=length) 2=0-10.15, 7=0-11-5. lb) - Max Horz 2=117(LC 8) Max Uplift All uplift 100 lb or less at joints) 4, 5 except 2=240(LC 8). 7=102(LC 8) Max Grev All reactions 250 lb or less et joints) 4, S. 7 except 2=437(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-695/292 BOT CHORD 2-8-345/623, 7-8=345/623, 6-7=345/623 WEBS 3.6=-666/369 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 9-11-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=S.Opsf, h=25ft: B=45ft; L=24ft: eave=oft: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional): porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2- 240, 7=102. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 35 lb up at 4- 2-16, 25 lb down and 35 lb up at 4-2-15, and 55 lb down and 82 lb up at 7-0-14, and 55 lb down and 82 lb up at 7-0-14 on top chord, and 39 lb down and 42 lb up at 1-4-15. 39 lb down and 42 lb up at 1.4-1 S. 11 lb down at 4.2-15, 11 lb down at 4-2-15, and 34 lb down and 21 lb up at 7-0-14, and 34 lb down and 21 lb up at 7-0-14 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( plf) Vert: 1- 0—W. 2-5=20 Concentrated Loads ( lb) Vert: 10= 79(FL40, B=-40) 11-66(F-33, B-33) 13=34(F=17. B=17) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Therms A Albam PE NDJ30390 Wait USA, Inc. FL Cat W4 6904 Parks Ead Blvd Tops FL 33610 Dais: February 8, 2018 AWARNING - verify design parameters and READ NOTES ON TWS AND INCLUDED WYEK REFERENCE PAGE 11014473 rev. t"240/6 BEFORE USE. Design valid for use only wan MUM connector$ This design Is based only upon parameters shown, and Is for an lnmvWwl bu9Nng component, not MR' a war "am. Before use, the budding designer must veiny the applicability of design parameters and propedy tnwrporw this design Into the ovens building design BMWs Indicated Is to prevent budding ofindividual true web and/or Rom members only Aaddiorui tamper" and permanent bracing M iTek- Is akvays requitedforstablidyandtopreventcoWpsewithpossiblepersonalInluryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPit Quality criteria, OSS49 and SCSI Building component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. tie Street. Sub* 312. Alexandria. VA 22314. Tamps, FL 38610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in R-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, a g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See SCSI. 0'116 c1-2 c2J 2. Truss bracing must be designed by an engineer. For 4 p ; Z> 4may O,q p O wide truss spacing, individual lateral braces themselves require bracing, or alternative Tor I bracing should be conside 3. Never exceed the design loading shown and never 0. A S U stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building 7 cFor4x2orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDSplates0- 'lid' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREO/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI1TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. Plate location details available in MiTek 20/20 NUMBERSILETTERS. software or upon request. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. In all respells, equal to or better than that speared. 13. Top chords must be sheathed or purtins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral braung at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16.Oo not an or after truss member or plate without priorno (supports) occur. loons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertical unless indicated otherwise. vertically Min size shown is for crushing only. Iffl A 18. Use of green or treated lumber may pose unacceptable environmental, health or performance nsks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone OSB-89: Design Standard for Bracing. is not sufficient. SCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSVTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 It RECORD COPY City of Sanford Building and Fire Prevention Product Approval S Permit # 17-3557 # 1 7- 3 5 5 7 Project Location Address Rpraf,ication Form eui,Hc SANFpRD 1019 Olive Ave Sanford`Ha 32771 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.ora. 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 Therma - tru Smooth Star FL15225.5 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung Silverline Series 2100 FL14911.13 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description -(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Certainteed architectural asphalt roof shingles - FL5444.1 Underla ments Roofinci Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles 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 Roofing E.P.S. Roof Panels a.. mr,oft Z.O 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 Sk li hts Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name r-Y LO Please Print) June 2014 Business : Professional Regulati r ZMWA Fboa pepaMMtd SCiS Home I Log In I User Registration Hot Topic submit Surcharge stats A Facts publications FBC Staff SCIS Site Map ( unks Search Busines Professi nal ®duct Approval USER: public User Regulation prpAurs Aporpral Menu > prpAuR or Applicator Search > Application Lift > Application Detail FL # FL15225-R1 Application Type ange Code Version 2010 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 Theme-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright tickw@rwbidgconsultants.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 Usting Certification Agency National Accreditation & Management Institute, Validated By Ryan J. lOng, P.E. 0 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified Ely Product Approval Method Method 1 Option A Date Submitted 07/06/2012 Date Validated 07/08/2012 Date Pending FBC Approval Date Approved 08/14/2012 S mmary of Products FL # Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Themia-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 RI C CAC 1522S.1 NAM[ certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: WA Installation Instructions Other. See INST 15225.1-68 (6'8 Door Products), INST 15225.1- FLIS22S R1 If INST 1S22S.1-68.odf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FLIS225 Rt If INST 1S22S.1-80.ndf Direct to Masonry) for installation instructions. (Note - Gazing FLIS225 fit_ If INST 1S22S-68M.odf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 Rl AE EVAL 15225.1-SO.odf FL15225 Ri AE EVAL 1522S-1-68.ndf FLIS22S R1 AE EVAL 1S22S-68M.odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing and Benchmark by Theffra-Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S Ri C CAC iS22S.2 NAM[ certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other. See INST 15225.2-68 (6'8 Door Products) and INST FLIS225 111 II INST 1S225.2-68.odf 15225-68M (6'8 Door Products Direct to Masonry) for installation FLIS225 R1 [I INST 1S225-68M.odf instructions. (Note - Gazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1S22S R1 AE EVAL 1S22S.2-68.odf FL1S22S R1 AE EVAL 1522S-68M.odf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark by 6/8 and 8/0 Opaque and Gazed Fiberglass Door with and without Themia-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ, No FL1S22S RI C CAC 1522S.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other. See INST 15225.3-68 (68 Door Products), INST 15225.3- FLIS225 111 [I INST 1S22S.3-68.odf 80 (8'0 Door Products) and INST 1S225-68M (68 Door Products FLIS225 R1 II INST 1S225.3-80.odf Direct to Masonry) for installation instructions. (Note - Gazing FLIS225 Rl If INST IS225-68M.odf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 Rl AE EVAL 15225.3-68.odf FLIS225 R1 AE EVAL 1522S.3-80.odf FLIS225 R1 AE EVAL 15225-68M.odf Created by Independent Thud Party: Yes 15225.4 d. "Premium Series" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Steel Door with and without Thertna-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22SS22S Rl C CAC iS22S.4 NAM[ certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other. See INST 15225.4-68 (6'8 Door Products), INST 15225.4- FL1S22S Rl II INST 1522S.4-68.ndf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FLIS22S Ri II INST 15225.4-80.odf Direct to Masonry) for installation instructions. (Note - Gazing FL15225 R1 [[ INST iS225-68M.odf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1S22S Ri AE EVAL 1S22S.4-68.ndf FLIS22S R1 AE EVAL 1S22S.4-110.ndf FLIS22S 111 AE EVAL 1S225-68M.ndf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark by 6/8 and 8/0 Opaque and Gazed Fiberglass Door with and without Ther a-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 RI C CAC 1522S.S NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other. See INST 15225.5-68 (6'8 Door Products), INST 15225.5- FLIS225 111 [I INST 1S22S.5-68.odf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FLIS225 R1 If INST 1S22S.S-80.odf Direct to Masonry) for installation instructions. (Note - Gazing FL1S22S R1 II INST 15225-68M.ndf Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 1--...A h., tnAn..n. A, t Tk. 4 0.—. Vn I MktTHERMAITRUICIVMAK0V6tMLFRAMEWM0YRALLWIDTH Cs s s s e' . jTHERMATRUDOORS I I IMOY/7mk Ow.. accuroN. ON 43S 17 G I r I r I r 1 1 r r iSmooth -Star" and "Benchmark by Thera-TrU" 1 r, ' rr1, r' '' r' '' r' '' 1' '' r' r, t r 1, ,1 r, ,1 1, ,r r, ,r 1, ,1 r, 4 1 'r r' 6"8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS '' '' ' 1 1 r, ,1 W/ & W/OUT SIDELITES Fr- 11 I INSWING/OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 1'L it 1 I 1 it IF_il r -Y IEit = = = =', 1L it 11Gener01Notes1234S8138 8 8 8 0 8 8 0 0 8 0 e est 1. This product oncl ab dmwing has been developed In complonce with the 2D10 fioAda DOUR w/ SIDa rEs oxxo surge w/ Trot nrs oxo < Building Code (FBQ enduing the Mgh Velocity Walloon Zo . se• m• certiticobn MAX DESIGN PRESSURE MAX DESIGN PRESSURE q inn' Certificate for sb wecifl00llons and ratings. +55.0 -55.0 +40.0 -40.0 In Z Pro" and ors slam be as listed and spored cis shown an detaLs. Anchor embedment to base moteft shod be beyond wal dressing, stucoo. foam, brldc and other wag ytWMAX. WX MAX I Coverings. VJVMAX 0VV.4u %M OVW.AIL Wont 3. Wood screws 0-al be installed folimAng 6ukdaflon Instructions of ANSI/ A VA M& I w I 1 S AI other fastener types to be 6utatled fa0awbp fosherrer marnTfacfuefs S S S 5 S S InsmX00M 4. Fastener embedment depths, edge distmncas and Centeroenter disfanoes be a3 q* dQed by the fastener nxnAochm but bn no instance shall they be less shown bn s ftdmwing. $ r 1 1 :r r, , 1 1, ,r ,r r,1, r r r r r r, r r r r r r 1 1 r r l 5. Where ftns are used. they must be a 11gtd I s1fiP nohedd Rot c moles the S S r r r r r r S • ` ;, 1 l s N d' 1 it 1t it ;t ir, ,1 11: i1 li _ill is of the 2D10 IBC. • S r 1 6. Positive and negative design pressure requirements for use with this drawing be 1 r r r 1 1 1 1 ,r rl 1' '1 1 '1 r' '1 r' '1 "' ' A. deWr&,ed by others for Wedflc jobs In accordance with the governing it 1 it rt i rt rr i rt_i rF , 1 it 1 i 7. Site conditions not covered by ft drowing are subject to (other engirwomerIng i 158 5 8 1 3 4 S 8 8 e 8 e 8 8 8 e 8 8 e e • swat: x 0OWLE xx swaE w/Satoh ox = MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE acre 2 21 12 r,. rs 3 as or JK m iOCKKUDwAMMM& SWO COLm: LFS ; cllnr< stt srGNATUM sears LATCH F 1161D' a 1fM7Uff SIGNATURE SEERS M CIACIOW sL-1$225.$-6A CO. HaT _L Or _L 1AltEOfC0N1BPIS tJrEtT/ OESCR IWII 1 1 tsrevaaan. dllygn pressllres a gellerd rates 2 Duct alldlortlg s a 4• 4• 4 4• 4• 4• 4• 4• 4 4 Nir :.. ,... t- s vN II II ° MUWON II `MULLION II MASONRY 4 I SHOWNNFOR 0 MUWON I MASONRY 4 I I SHOWN FOR MASONRY 4 11 SHOWN FOR I I ~ OPENING TYP. II REFERENCE 9 SHOWN FOR), OPENING T"p II REFERENCE OPENING np II REFERENCE REFERENCE 11 HEAD 11 HEAD 11 2X BUCK & JAM E 1 0 11 & JAMBS do JAMBS I1 6 $ II SEE02XBUCK 2X BUCK NOTE 1 SEE NOTE 1 II nl II II I1 ASTRAGAL II m II II MUWON I I 11 SHOWN FOR I I rn z I I m y 11 SHOWN FOR I I REFERENCE REFERENCE I I o II Y II II II II II II II ;; II II Q z DOUBLE W/SIDEUTES SINGLE W/SIDEUTE ,SINGLE W/SIDEUTES r' BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING Y E m 61 o k:; 8• 1 • NOTES: 1. 1/4' Sco Concrete screws anchoring 2x buck require a B n**num l' clemonce to nnasonry edges, a 1-1/4• mk*num Q embedment and a rrtWmum 4• deoance to odpcent ! concrete screws. Substitution of equal concrete screws from o 4 different 4 MASONRY supplier may hove different edge distance and MASONRY OPENING TYP• HEAD center distance requtrements.Concrete screw locations otthe OPENING TYP• HEAD JAMBS ASTRAGAL comers, of m6on bcofiorm and of ostrogol locations may be & JAMBS SEE NOTE 1 SHOWN FOR adjusted to maintain the mfnimwn edge dsfonce to motor SEE NOTE 1 2X BUCK REFERENCE joint. It concrete screw locations noted as UAX ON CtNRHY must be adjusted to mointoin the mWmum edge dsfance to x mortar joint, addfionol concrete screws may be required to 2X BUCK u 4 zenuathemaximumoncenterdimerWonanotexceeded. 0 2. 2X buck min. S.G. a 0.55. o U No u 2 21 12 = ipil DOUBLE DOOR SINGLE DOOR LFS RIBUCKANCHONGBUCKANCHORING a n FL-15225.5-68 c S+M OF 6 O b E' 3' C' 63F-Fri Fes- 3' 1 _ II SHOWNN FOR REFERENCE A W/2X BUCK INSTALLATION 9 W/Ix BUCK INSTALLATION TYP HEAD k JAMBS 20 SEE NOTE I SEE NOTE I IB DI — iu 5 III C' VIEW C'—'CSINGLE DOOR WAVID RES SEE ouwt, ' 4' I 14, c I n 1c, PAIRS 30 P. L tEDTi o N n C4 OU SEES AI nDETLN 1 - 6- 1 ggr 7 f VIEW E'— E' Dow e/ DvrlDKa. oowu.4DEv FASIUM REN I" OW ALL M Ma M DOOR ,wile 0091071111M) NOTES: 1. 1/4' ITW concrete screws anchoring frame and/or sl require a mbdmum 2-1/7 clearance to masonry edges, a 1-1/4' minimum embedment and a minimum 7 clearance to adjacent concrete screws. Substitution of equal concrete screws from a different svppfrer may have different edge distance and center distance requirement. Concrete screw locations at the comers, and of mugon locations, may be odjusted to nmhtdn the minimum edge dlsfance to mortar joint. N concrete screw locations rated as MAX. ON CE 4W must be adjusted to maintain the minfmvm edge distance to mortar joint, additional concrete screws may be required to ensure the maximum on center dimension is rat exceeded. 2. 3/16' RW concrete screws anchoring frame and/or sif require a minimum 23/8" clearance to masonry edges. a 1-VC minimum embedment and a mWrrKrm 2-1/4'clearance to adjacent concrete screws urdess otherwise noted by concrete screw manufacturer. 3. The sideft Is direct set Into the jamb with (12) #8 x 7 p1h. Mood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31' 48.5' d 66. there are (2) at the header at 4' from the outside corners of the frame. There are (2) at the sZ C from the outside comers. 4• For optional stdelIte Construction with staples, sidefrte B direct set into the jamb with (4) 7r4e X 1- 314" 16 ga. staples along each jamb (C from ends and equally spaced thereafter). z D' A' 71IIE MULLION W SHOWN FOR _ REFERENCE W/ 2x BUCK INSTALLATION M O/ 1X BUCK INSTALLATII TYP. HEM &JAMBS SEE NOTE I SEE NOTE 1 h b' A' SINGLE DOOR W SIDELfTE O-' it hB. A' y 2 N 10 Z P N A W/2x BUCK T 2 INSTALLATIONw/ ix BUCK — 3 39 INSTALLATION TYP. HEAD & JAMBS O U SEE NOTE I — SEE NOTE I - o 16 SEE 1 c SEEDETAIL ' 2' DETAIL 5 I w B' A' SINGLE DOOR yIEW 'A'-'11' W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL " 2 W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE I 1 DETAIL Lai ILA ' 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vatrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authort7ation No. 9913 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Exterior Door I IS Industrial Dr 6'8 Single & Double Opaque or Glazed Panels w/ & w/o Sidegtes Doors Assemblies Edgerton, 01-143517 Inswing I Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope. Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thera Tru Corporation, based on Rule Chapter No. 9N-3, Method to of the State of Florida Product Approval, Dept of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or In any other entity Involved In the approval process of the product named herein. Um/tations: 1. This product anchoring has been developed In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Wood screws shall be Installed following Installations Instructions of ANSI AF&PA NOS 2005. All other fastener types to be Installed following fastener menufacture's Installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but In no Instance shall they be less than shown In drawing FL-15225.5-08. 5. Where shims are used, they must be a'rigid / sdfr material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.68 shall be determined by others for specific Jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architec Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330.02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Drawina No. Prepared by No. FL-15225.5.68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Product Anchoring RW Building Consultants, Inc. (CA 99813) Buck Anchoring RW Building Consultants, Inc. (CA #9813) Testing Laboratory Sloned by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. G Lyndon F. Schmidt, P.E. FL PE No. 43409 PF 1208 Sheet 1 of 1 2/202012 8/14/2017 Vn Florida Building Code Online Impact Resistant: Yes Createa Dy lnaepenoent i rnra Party: i Design Pressure: N/A Evaluation Reports Other: See INST 14911.9 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.9.2df Created by Independent Third Party: 1additionaluselimitations, installation instructions and product particulars. (Note - See 14911.25 for Wind Zone 4 and HVHZ Impact Product) 14911.10 j. Series 2000 / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.10.0dF Verified By: Lyndon F. Schmidt, P.E. 41ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: ) Design Pressure: N/A Evaluation Reports Other: See INST 14911.10 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.10.pdf Created by Independent Third Party: 1additionaluselimitations, installation instructions and product particulars. 14911.11 k. Series 2000 / Model 2002 Extruded Vinyl Twin Single Hung Windc Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4. Impact Resistant: No Created by Independent Third Party: ) Design Pressure: N/A Evaluation Reports Other: See INST 14911.11 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.11.Rdf Created by Independent Third Party: ) additional use limitations, installation instructions and product particulars. 14911.12 I. Series 2000 / Model 2003 Extruded Vinyl Triple Single Hung Wind Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.12.pdF Verified By: Lyndon F. Schmidt, P.E. 4: Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: ) Design Pressure: N/A Evaluation Reports Other: See INST 14911.12 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.12.12df Created by Independent Third Party: ) additional use limitations, installation instructions and product particu a . 14911.13 m. Series 2100 / Model 2111 Extruded Vinyl Single Hung Window - F imi of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.13.gldf Verified By: Lyndon F. Schmidt, P.E. 4; Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: 1 Design Pressure: N/A Evaluation Reports Other: See INST 14911.13 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.13.pdf Created by Independent Third Party: 1additionaluselimitations, installation instructions and product particulars. 14911.14 n. Series 2200/2300 - Model Extruded Vinyl Single Hung Window - I` 2201/2301 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.14.0df Verified By: Lyndon F. Schmidt, P.E. 41ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: ) Design Pressure: N/A Evaluation Reports Other: See INST 14911.14 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.14.pdF Created by Independent Third Party: ) additional use limitations, installation instructions and product particulars. 14911.15 o. Series 2200/2300 - Model Extruded Vinyl Twin Single Hung Windc 2202/2302 Continuous Head and Sill with Integra Limits of Use Installation Instructions http://Floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2lbtdSCx8gX02l9DxVh92zFl3pRUgDdjAA%3d%3d 4/6 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrim. FL 33595 Phone $13.659.9197 Florida Board of Professional EnoneersCerti6eme of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category SllverUne Building Products Corporation Series 2100 - Model 2111 Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window North Brunswick, NJ 00902 With Flange Phone 732.43li.1000 Non -Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Ina and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverUne Building Products Corporation based on Rule Chapter No. 61G20-3, Method 1d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have not will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. UmNlitions: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction 5. Site conditions that deviate from the details of drawing FL-14911.13 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-14911.13 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed ATI D4558.01-109-47 AAMA/WDMA/CSA 101/I.S.2/A440-11 Architectural Testing, Inc. Michael D. Stremmel, P.E. 2. Drawina No. Prepared by Signed 8, Sealed by No. FL-14911.13 RW Building Consultants. Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed tli Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association, certifying that SilverUne Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. 4 i. • • P t s o. fj w• vi ..• `- • . 1 f. .o Lyndon F. Schmidt, P.E. r • { ` FL PE No. 43409 3127/ 2015 Sheet 1 of 1 ' SilverLind byAndersen WINDOWS•DOORS SERIES 2100 - M ODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW w/ FLANGE NON -IMPACT' GENERAL NOTB 1. This product has been evaluated and is In compliance with the 51h EdBion (2014) Ronda BuZding Code (FBC) structural mquhements exduft the 1Rgh Velocity Hurricane Zone' MM). 2. Product anchors shag be as gated and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing ar slucco. 3. When used in areas requift wind borne debris protection this product is required to be protected with an impact resatant cove ft that caanpges with Section 1609.12 of the FBC. 4. For 2x slud framing construction, anchoring of these untie shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate ham the details of this drawtng require Gather engineering onoysh by a gcensed engineer or registered architect. TANEOFCONMM SHEM DESCR MOIN I 7yplcd elevall a germal notes 2 HMtDDntd a Vertkd cross 3ec110ns 3 buck a hams o 4 B9 of rnaterkk glaft detab 8 ewnponents S32S rrux. OV9tALL RANGE WID1H 52A' MAx OVHtALL FRAME WIDTH O 00 X oo OVERALL FLANGE I IMEN MA'X';GEESU DIMENSION I1YP? rAEIJSfONryoSmVELCyAEI. 37.W x 6325- 36.0' x 6LW 31.691 x 28.0- G1 50.0 50.0 46.W x O.W 45.0' x 62.0' 40.69- x 28.0- 40.0 40.0 U2S" x 74.25- 52.0' x 73.0- 47.6r x 33 50 30.0 30.0 gv o se ors eer. xv ox r: A FL-14911.13 ar 1 or 4 a • '• n ``,` ` .. ''', ' u 2 24 ° 27 * l ^ s 27 2S 23 O a 2 s 26 n v \ EZ9 22 1 9 22 9 EKMOR GI IMBOR EXTERIOR MIERIOR SEE 3 X GI 11 NOTE 2 10 SEE g cNOT13 VERi1CAl CROSS SECi10N 17 2 sl-.w/lxwb•bua 8 14 = 5 12 & 2 Q 3 a 27 4 1Ila 23 ABOVE THE MEEMIG RAIL 26 1. CHMOFTNG THHEA 7s 16 0 17 MEETING RAIL FASTEN WITH (2) A8 x 31,C GI SELF UPFwGSCREWS. B _ 7 INTMBOR 2. LOCATE SASH KEEPER 68 FROM EACH 20 c a , END OF THE MEErING RMI. FASTEN 19 o WRH (2) 46 x 3/1' SCREWS. 26 2 25 24 O z FX16tIOR • oue 10 24 11 25122ae 1- 1/MM. ' ` o 27 swt N.T.S. Ela TYP• S7 BELOW THE MEEMIG RAIL ? . oeo. or. KV m oac or. LFS ; 2 " L— `_ 1HORIZONTALCROSSSECDON2VERTICAL CROSS SECDON FL- 14911.13 e 2 30 4 , T 0 % .......... INC, C MAX W/Z(BUCK1 23INSTALLATION O 2)(BLICK W/ IX BUCK 24 2X BUCK INSTALLA71ON TYP. HEAD. o JAMBS FRAME W/ 2)(BUCK INSTALLATION MASONRY W/IXBUCK MASONRY INSTALLATIONV OPENING3, OPENING - xTYP. JAMBS E. ttl BUCK ANCHORING FRAME ANCHORING MASONRY CONCRETE ANCHOR NOTES. 1. Concrete anchor locations of the comers may be acMW to maintain Me min w edge ddQW8 to " wo lm )Dhk 2 Concrete anchor locations noted as !MAX O.C. PP.)* ffpAt be acrasted to I IN I ffx*gon the nft edge cbkffm:e to nwrW]Ohfx addlional concrete ax*m ffm be mqLftd to enwre the 'MAX O.C. (rYK)'canensions am not exceeded. 3. Concrete anchor table., C"ItANC;.--. -Mlot CLU EWIN. 0ANCHOR - : ... . "Nq. 2 O-MA;ONRY.:-- j0AWACENT". StwcOT ikcnoi. 10/24/11 r1w TAPCOW r WALE N.T.S. ELCO am& Or. KV IULTRACON CHL ft LFS 9PJWW NO, WOOD SCREW Nolm FL-14911.13I. Mobtaln a mbftwn 51r edge distance. I'and distance & I'0-c- sparingOf wood screws to prevent the spilift of wood OF 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2611 • PVC 2 EXTRUDED PVC SILL N52-2613• PVC 3 EXTRUDED PVC GLAZING BEAD #52-1257' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907• PVC 5 EXTRUDED TOP RAIL #52.2908• PVC 6 EXTRUDED PVC BOTTOM UFT RAIL #52.2949• PVC 7 EXTRUDED PVC STILE #52-2905• PVC 9 EXTRUDED PVC GLAZING BEAD . S HORT. #52-1227• PVC 10 OPERABLE SASH LOCK 11 SASH KEEPER S1EI3 12 1 FIXED MEETING RAIL REINFORCEMENT 051-2919 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 16 WINDOW SCRiN 17 WEATHERSTRIP PILE W/RN .187 x .270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/RN .187 x .230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/RN .187 x .150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .18E x .375' 0 AMESBUR 22 GLAZING COMPOUND IDOW #1199 SILICONE 23 IOXTPFHSMS STEEL 24 1/4' X 2-3/4' PRi ELCO OR IIW CONCRETE SCREW STEEL 25 2X BUCK SG >= OA2 WOOD 26 1 /4' MAX. SHIM SPACE 27 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI3D1ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRITE 1X BUCK SG >= OA2 WOOD INTERCEPT SPACER STEELr3B1DX.TPPHSMS STEEL I It X C PFH ELC0 OR FFW CONCRETE SCREW STEEL THE APPROVED WHITE RIGID PVG txltKIUK tAIKU31UM IVK WINUU ra AKC Iv Dc rRvUuk,na BY EXTRUDERS LICENSEES IN'AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. r— 269• omr T C L-----1.16' 1 I llT- 0.D65 if. I_ 0 9 1Lh— sr ()VERALL am W ANNEALED GI GIADNG Lr— oz T 11 0.91' d AIR SPACE U8' ANNEALED ow to Cli 0.79' t,Tl 9 I11R DLT1PVC GLAD G BEAD i Ts o0 m a OA65' ore 10 24 1 T— souL N.T.S. um rr. KV U! aoc er LF5 7 mwrc Io_ FL-14911.13 ED -La 4 O ari S; n qC_ IIIIA1111" III Business & Professional Regulation IN% Fl0(da DeprOtd SCIS Home I Lop In I User Registration I Hot Topics I Submit Surcharge I Stats d Facts I Publications i FBC Staff I SCIS Site Map I Links I Search Busines proProfessiHallOUSER:P liiccpUssrerrVaI Regulation PmAuc Aoaroval Menu > ProAuG or Aoolicatlon Search > Aaalkation List > Application Detail FL # FL16503 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 406) 553-6818 Ext 0 alex. jovanovic 0lipproducts.c om Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Alex Jovanovic Address/Phone/Email 255 Summeriea Road Brampton, NON -US 05476 905) 793-9462 Ext 235 alex. jovanovic0lipproducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Erreil 1 Memorial Drive Richford, VT 05476 416) 553-6818 alex.jovanovic@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. Amoruso, P.E. Evaluation Report Florida Ucense PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Steven M. Unch, PE Validation Checldist - Hardcopy Received Certificate of Independence FI 16503 RO C01 Coff 2241 RevO 413-0204 KaycanSoffit_odf Referenced Standard and Year (of Standard) Standard ASTM 03679 ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Year 06a 2002 Florida Ucensed Professional Engineer or Architect F116503 RO Enuiv EER 2241 RevO 413-0204 KavcanSoffit.odf PmAhhr•t Annmval Mpthnel Mnthnil 1 flntinn r) Date Submitted 07/29/2013 Date Validated 07/30/2013 Date Pending FBC Approval 08/27/2013 Date Approved 10/18/2013 Summary of Products FL # Model, Number or Name Description 16503.1 VinyVPVC and Alumnum Soffit See Installation Instructions for Product Models included. Limits of Use Installation Instructions Approved for use in HVH2: No FL16503 RO 11 KAY0007 RevO Soffit.odf Approved for use outside HVH2: Yes Verified By: Robert J. Arnoruso, P.E. FL Ucense No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See Installation Instructions for Design Pressures. FI 16SO3 Rn AE PER 2241 RevO 413-0204 KavcanSoffit.odf Created by Independent Third Party: Yes ea- Meat Contact Us :: 1940 North Monroe S[ree[. Tellenessee FL 32399 Phone: 850-487.1924 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 electmnlc mad 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 45S.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wth an email address If they have one. The emalls provided may be used for official communication wth the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department wth an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: 0® Crcdit Car AVOMFO ALW Product Evaluation Report Date: July 11, 2013 Report #: 2241 Report Revision No.: 0 Project #: 413-0204 Product Mfg.: Kaycan Ltd. 1 Memorial Drive Richford, VT 05476 Product Description: Kaycan Vinyl/PVC and Aluminum Soffit Product Category: Panel Walls Product Sub -Category: Soffits Compliance Method: Product Approval Rule 61G20-3.005(1)(d) — Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC P.O. Box S2077S — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 03AMES q i y NO 49752 O V K • • a STATE OF ILA 5' , .O R VOAP• N fit 1 Project No. 413-0204 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2241 1 Page i of 6 ArOFN ALW SCOPE Evaluate Kaycan Vinyl/PVC and Aluminum Soffit for conformance to the 2010 Florida Building Code and 2010 Florida Residential Code excluding the High Velocity Hurricane Zone (HVHZ). CODE CONFORMANCE The 2010 Florida Building Code (FBC) and 2010 Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation (this document) and engineering analysis (Reference 3) are the following. 2010 Florida Building Code (FBC), Building Volume o 1715.9 Soffit 1715.9.1 Product Approval 1715.9.2 Labels 1715.9.3 Label Information 1715.9.4Installation Manufactured soffits shall be tested at 1.5 times the design pressure. The design pressures, as determined from ASCE 7, are permitted to be multiplied by 0.6. 0 1404.9 Vinyl Siding and Soffit 1404.9.1 Labeling: Labeled as conforming to ASTM D3679 1404.9.2 Manufactured soffit materials and systems shall be labeled in accordance with the provisions of Section 1715.9 of this code. 0 1406.2 Combustible Wall Coverings Plastics complying with Chapter 26. 0 2605.2 Plastic Veneer— Exterior use Plastics complying with Section 2606.4 o 2606.4 Specifications ASTM D1929, Self -Ignition Temp > 650°F (343°C) Per Reference 2.b and 2.c this is met. ASTM D2843, Smoke Density < 75 Per Reference 2.b and 2.c this is met. ASTM D635, Class C-1 or C-2 Per Reference 2.b and 2.c this is met. 2010 Florida Building Code (FBC), Residential Volume o R616 Soffit R616.1 Product Approval R616.2 Labels R616.3 Label Information R616.4Installation Manufactured soffits shall be tested at 1.5 times the design pressure. The design pressures, as determined from ASCE 7, are permitted to be multiplied by 0.6. o R703.11 Vinyl Siding R703.11: Labeled as conforming to ASTM D3679 R703.11.1: Installation per manufacturer's installation instructions. PTC Product Design Group, LLC Project No. 413-0204 Robert J. Amoruso, P.E. P.O. Box S2077S — Longwood, Florida 372S2 Product Evaluation Report FL No 497S2 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241 Page 2 of 6 FBPE Certification of Authorization No. 2S93S In accordance with the 2010 FBC, Section 2605.2(1), Plastic Veneer - Exterior Use shall comply with Section 2606.4 as follows for Vinyl Soffit. In accordance with the 2010 FBC, Section 1404.9, Vinyl Siding and Soffit shall comply with the requirements of ASTM D3679 as follows. In accordance with the 2010 FRC, Section R703.11, Vinyl Siding shall comply with the requirements of ASTM D3679 as follows. The 2010 FBC does not mandate material testing for aluminum soffit. Tensile testing was conducted in accordance with ASTM E8 to ascertain product minimum strength properties. u y Test Standard A N W Q a Acceptance Criteria Tensile Self- Smoke Class P/F N/A Test Density Ignition C-1 or None -not code required. Test Variation 75 Temp C-2 Test Report Report Product 10% 650OF Date ATI S5983.01- 1/3/2006 Vinyl Soffit Passed Tested 8.1%3.85 9270F C-1 N/A 106-18 maxmax maxax ATI Aluminum SS982.03- 4/26/200S N/A N/A N/A N/A N/A N/A Min Fty = 9.86 ksi Min Ftu =21 ksi Soffit 122-18 PTC Product Design Group, LLC Project No. 413-0204 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241 Page 3 of 6 FBPE Certification of Authorization No. 25935 ArOFM 4LW Design Pressure Ratings reported in Reference La are based on Structural Test Pressure determined by testing References 2.a and 2.b) to ASTM E330-02 in a manner simulating soffit installation shown in Reference La divided by 1.5 in accordance with 2010 FBC, Section 1715.9.4 and 2010 FRC, Section R616.4. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference La for description of soffits covered by this product approval document. See Reference La for installation requirements. LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. Design Pressure Rating (psf) • Installation restrictions. Installation substrate requirements. • Product description. Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by approved Quality Assurance Entity Architectural Testing, Inc. (ATI) as required in Rule 61G20-3.005(3). See FBC Organization No. QUA1844 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PTC Product Design Group, LLC Project No. 413-0204 Robert J. Amoruso, P.E. P.O. Box S2077S — Longwood, Florida 372S2 Product Evaluation Report FL No 497S2 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241 Page 4 of 6 FBPE Certification of Authorization No. 2S93S BMIFN ALW REFERENCES & SUPPORTING DOCUMENTS 1) Installation Instructions a) PTC Product Design Group LLC, Drawing No. KAY0007, Rev. 0, Dated 7/11/13, by Robert J. Amoruso, P.E., Kaycan LTd. Vinyl/PVC And Aluminum Soffit - Solid And Vented, Installation Anchorage Details. b) Industry Standards i) Vinyl Siding Institute's Vinyl Siding Installation Manual, December 2011. 2) Test Reports a) Fenestration Testing Laboratory, Inc. Testing Report No. 7367, dated 6/1/13 including associated laboratory stamped drawings for Kaycan Vinyl Soffit testing to ASTM E330-02. b) Fenestration Testing Laboratory, Inc. Testing Report No. 7329, dated 5/21/13 including associated laboratory stamped drawings for Kaycan Aluminum Soffit testing to ASTM E330-02. c) Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit and Siding, materials testing to: i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding ii) ASTM G155-00ael, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non - Metallic Materials iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics v) ASTM D1929-96 (2000)e01, Standard Test Method for Determining Ignition Temperature of Plastics vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position d) Architectural Testing Inc. Test Report No. ATI 55982.03-122-18, dated 4/26/2005 for Kaycan Aluminum Soffit, materials testing to: i) ASTM E8-01, Standard Test Methods for Tension Testing of Metallic Materials 3) Engineering Reports a) PTC Product Design Group LLC, Report No. 2240, Engineering analysis for Kaycan Vinyl/PVC and Aluminum Soffit, dated 7/11/13, by Robert J. Amoruso, P.E. b) PTC Product Design Group LLC, Report No. 2241-EER, Engineering evaluation report for 2010 FBC Testing Standard Equivalency for Kaycan Vinyl/PVC and Aluminum Soffit, dated 7/11/13, by Robert J. Amoruso, P.E. 4) 2010 Florida Building Code —Building and Residential Volumes a) 2010 Florida Building Code (FBC), Building Volume i) 1715.9 Soffit ii) 1715.9.1 Product Approval iii) 1715.9.2 Labels iv) 1715.9.3 Label Information v) 1715.9.4Installation vi) 1404.9 Vinyl Siding and Soffit PTC Product Design Group, LLC Project No. 413-0204 Robert J. Amoruso, P.E. P.O. Box S2077S — Longwood, Florida 372S2 Product Evaluation Report FL No 497S2 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241 Page S of 6 FBPE Certification of Authorization No. 2S93S AFMOFN ALW vii) 1404.9.1 Labeling viii)1404.9.2 ix) 1406.2 Combustible Wall Coverings x) 2605.2 Plastic Veneer— Exterior use A) 2606.4 Specifications b) 2010 Florida Building Code (FBC), Residential Volume i) R616 Soffit ii) R616.1 Product Approval iii) R616.2 Labels iv) R616.3 Label Information v) R616.4Installation vi) R703.11 Vinyl Siding vii) R703.11: Labeled as conforming to ASTM D3679 viii) R703.11.1: Installation per manufacturer's installation instructions. PTC Product Design Group, LLC Project No. 413-0204 Robert J. Amoruso, P.E. P.O. Box S2077S — Longwood, Florida 372S2 Product Evaluation Report FL No 497S2 Phone: 321-690-1788 Fax: 321-690-1789 No. 2241 Page 6 of 6 FBPE Certification of Authorization No. 2S93S KAYCAN LTD VINYL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC) EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES SHOWN ON THIS SHEET (SEE I. ANCHORS SHALL BE THE TYPE. SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. TABLE} THESE PRODUCTS WERE TESTED TO ASTM E330-02. STRUCTURAL TEST RESULTS BASED ON ASTM E330-02 WERE DIVIDED BY 1.5 AS REQUIRED BY 2010 FBC. SECTION 1715.9.4 AND 2010 FRC, SECTION R616A. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 3 AND IN INSTALALTION DETAILS ON SHEETS 11. 12,13 AND 14.. 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS. 2.1. FOR SAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE DP FOR THAT EAVE WIDTH 3. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER AND SIDING} SHALL APPLY EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL 2.2. FOR EAVE WIDTHS LESS THAN THE MINIMUM SHOWN, THE DP AT THE MINIMUM EAVE WIDTH SHALL APPLY. 2.3. FOR EAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE OP MAY BE 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS LINEARLY INTERPOLATED. COMPATIBLE WITH THE SUBSTRATE MATERIALS 2.4. EAVE WIDTHS GREATER THAN THE MAXIMUM EAVE WIDTH SHOWN ARE NOT ALLOWED. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING LABORATORY, INC. TESTING REPORT NO.7367. DATED 611113 AND NO. 7329. DATED 5121113 INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 4. ADEOUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. S. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS SHALL BE ELIMINATED. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS. STARTER STRIPS. AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUIDDNG CODE AND THE MANUFACTURER'S INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT SOFFIT SHALL BE LABELED IN ACCORDANCE WITH 2O10 FBC. SECTION 1715.9.2 AND 2010 FRC. SECTION 11816.2. 9. SOFFIT NET FREE AREA IN ACCORDANCE WITH 2O10 FBC. SECTION 1715.9.1 AND 2010 FRC. SECTION RBIB 1 ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 2. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM 133879. 102. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM EB TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF 9.86 KSL 10.3. SEE SHEET 2 FOR SOFFIT SPECIFICATIONS. TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND SPECIFICATIONS 2 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES 4 TO 11 SOFFIT AND ACCESSORY PROFILES 12 SOFFIT INSTALLATION CROSS SECTION 13 WALL SIDE - STAPLE DETAIL 14 WALL SIDE - NAIL DETAIL 15 EAVE/FASCIA SIDE DETAIL DESIGN PRESSURE (PSF) RATING VINYL (PVC) SOFFIT SERIES EAVE DESIGN PRESSURE WIDTH (IN) PSF) 12' TRIPLE 4 SOLID SOFFIT 10 106.7/-33.3 12" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER -VENT SOFFIT 12' TRIPLE 4 CENTER-O-VENT SOFFIT 24 93.3/-33.3 12" TRIPLE 4 FULL-O-VENT SOFFIT 10 113.3/-46.7 10" DOUBLE 5 SOLID SOFFIT 10" DOUBLE 5 VENTED SOFFIT 24 106.7/-40 8' BEADED SOLID SOFFIT 10 TO 24 106.7/-40 8" BEADED VENTED SOFFIT EAVE DESIGN PRESSURE ALUMINUM SOFFIT SERIES WIDTH (IN) PSF) 12 93.3/-40 SP-600 16" SOLID SOFFIT 24 80/-36.7 SP-600 16" VENTED SOFFIT 12 106.7/-46.7 12" 3 PANEL SOLID SOFFIT 24 93.3/-40 12' 3 PANEL VENTED SOFFIT DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vosd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION 1715.9.4 OF THE 2010 FBC/SECTION R616.4 OF THE 2010 FRC FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. A" •Anmeo. PE FEMa P.E. No 49752 L APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 8 a U w a J O/ 7 OgZo 9W a H 5 yea Zb W m HH y o>o00 = ' J 5 coca ado» U 0 K 2 2Yioii S! U < 1j o ao f rc alp• R.bW J. Mciwo. P.E. Fb" PX Rp 497SI 3WESA , i 4'JCENs-9G. Q No 49752 oNo: srarE FSiPI Kaycan Vinyl Soffit and Trim Product Kaycan Drawing No. Panel Length in) Thickness (in) Net Free Area sq. in./lineal ft.) Net Free Area sq. in./sq. ft.) 12" Triple 4 Solid Soffit (Vinyl) VSAAF-0801UA 144 0.040 n/a n/a 12" Triple 4 Vented Soffit (Vinyl) VSAAF-OSOlUD 144 0.040 6.55 6.55 12" Triple 4 Center -Vent Soffit (Vinyl) VSAAF-0801UD 144 0.040 2.18 2.18 12" Triple 4 Center-O-Vent Soffit (Vinyl) VSAAF-0801U6 144 0.040 1.37 1.37 12" Triple 4 Full-O-Vent Soffit (Vinyl) VSAAF-0801UC 144 0.040 4.18 4.18 10" Double 5 Solid Soffit (Vinyl) VSAAM-08000A 144 0.040 n/a n/a 10" Double 5 Vented Soffit (Vinyl) VSAAM-08000E 144 0.040 5.17 4.50 8" Beaded Solid Soffit (Vinyl) VSAAX-08000A 150 0.040 n/a n/a 8" Beaded Vented Soffit (Vinyl) VSAAX-O8000B 150 0.040 3.38 4.64 F-Channel/Trim (Vinyl) VAAAT-08000A n/a 0.040 n/a n/a 4" Fascia Trim (Aluminum) ACAAR-18000A n/a 0.022 Kaycan Aluminum Soffit and Trim Product Kaycan Drawing No. Panel Length in) Thickness (in) Net Free Area sq. in./lineal ft.) Net Free Area sq. in./sq. ft.) SP-60016" Solid Soffit (Aluminum) 606 144 0.015 n/a n/a SP-60016" Vented Soffit (Aluminum) 605 144 0.015 7.70 6.17 12" 3 Panel Solid Soffit (Aluminum) 9518 144 0.015 n/a n/a 12" 3 Panel Vented Soffit (Aluminum) 9517 144 0.015 6.57 6.57 F-Channel/Trim (Aluminum) ACAAN-18000A n/a 0.022 n/a n/a 4" Fascia Trim (Aluminum) ACAAR-18000A n/a 0.022 UL I MIL M 12" TRIPLE 0.084 0.04 1 DETAIL A 4 CENTER -VENT SOFFIT - VINYL 12" TRIPLE 4 VENTED SOFFIT - VINYL HUW 0Ka Pabotx i 1 NO 49752 al a a U W a 13.0 °F i E o 12.0 rLLz LL p 12" 3 PANEL SOLID J 20s 9,rzW o.3so SOFFIT — ALUMINUM > fo g> Rt LOCK LAYOUT + a c p6 1 4 RaErl J. Mcroo, P.E. 13.000 RMUD P.E w. 49752 oo, 12.0 .`t jAMEB i, 41j" 4A" 31" .`p0.'CENS Q; NO 49752 0.6i 13 ' = STATE ! ' o.3so 12" 3 PANEL VENTED 'O' a1 • o. c o o o.• SOFFIT — ALUMINUM ' s •" LOCK LAYOUT EN`` OOO oDo DOD OOO DDD DDD DDo DOD oDo DOD oDo oDD DOD OOO 0 OOO OO DOO DDD OOD DODDODOD DDO DOD OOO DOO ODO ODO OOO 0 0 0 D O 0 0 0 0 a S a N f49 5 w 0.37I 5 F1022 wa 1.438 0.986 4 o o SOFFIT F—CHANNEL/TRIM 2 1.s z oath ALUMINUM21 02 Wo, 1.2 <, o LL W O jQ ! Y w V 4" FASCIA SMOOTH '<°" U ALUMINUM 18 .515 .18 s LR 62 7 5 .7 5 6 0.02 0.04 R0.156 aoer, J. Am ,RE Fbdft PAL N& 49M 78 1. J04Q;•CEIVS'• O,i Q NO 49762 •o: SOFFIT F—CHANNEL/TRIM . STATE ".0) VINYL ' :,F L 8 a ROOF TRUSS U SOFFIT YpOY a DRIP EDGE so a FASCIA BOARD W" 00a FASCIA TRIM nn) < N Z Y sr FASCIA -SIDE DETAIL 5ozocJocczF 2, 3 Qm pA Om r WALL -SIDE DETAIL LL CO) 1 Z a.3 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR ROOM J. A.M W PAL fWft P.E Nu 49M CONCRETE/MASONRY SUBSTRATE JAMEBi, c E NS 9G'•. No 497S2 • o i STATE O F'3 (4: ROOF/ WALL INTERFACE DETAIL t0R:-X* WOOD OR MASONRY/CONCRETE SUSBTRATE SS';; gists , 1&/2017 Florida Building Code Online Business & Professional 11 Regulation rya BUS Home I Log In I User Reg.stratron I Hot Topics Submit Surcharge Scats a Facts Publications FaC Staff SCiS Site Map Links Search b a Y Product Approval I (*USER, Public User tvfeaudKswi ProduQ Aeeroval Menu > Product or Aooliation Scant > Aoollation List > Application Detail OFFICE OF THE FL # FL5444-R9 SECRETARY __ Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 07/03/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 http:Ufloridabuilding.orglpr/pr app dM.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD1Om5s%3d 1/2 1/27•/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products i Method 1 Option D 02/16/2016 02/16/2016 02/17/2016 04/12/2016 12/08/2016 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R9 II 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R9.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R9 AE 2016 02 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R9.odf Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO.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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address of 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 45S, F.S., please dick D=. Product Approval Accepts: Credit Card Safe httpJ/floridalxriltLng.orglpr/pr app dO.aspx?param=wGl1/XOwtDgtahlgO7CSsoycOrl28CcpCIS%2bbcD10m5s%3d 212 QOTP..INITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certifkate ofAuthotfzation #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3S32.09.0S-R10 18 Moores Road FL5444-R9 Malvern, PA 193SS Date of Issuance: 09/22/200S Revision 10: 02/16/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DEsrniPnow CertainTeed Asphalt Roofing Shingles. LABEUNG: labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Ttr faaimde seal appeadr%was authorlaed by Robert Nieminen, P.E. an 02/16/2016, Thts does not serve as an Nectrordalty signed document Signed. sealed hardoopla have been transmktad m the Product Approval Admlektratw end to the named c1lent CUnFICATION OF INDEFUDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shing Compliance Statement: CertainTeed Asphal compliance with the following sections of the in accordance with the following Standards. C Use set forth herein. 2. STANDARDS: QOTFUNITYIERD Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated orida Building Code and Florida Building Code, Residential Volume through testing npliance is subject to the Installation Requirements and Limitations / Conditions of Section Property I Standard Year 1S07.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Gass F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM 03161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26SO6 11/23/1999 UL (TST 1740) ASTM 03161 03CA12702 05/27/2003 UL (TST 1740) ASTM 03161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM 03161 04CA11329 OS/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/200S UL (TST 1740) ASTM 03161 OSNK16778 OS/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 OS/12/200S UL (TST 1740) ASTM D3161 OSNK14936 OS/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/200S UL (TST 1740) ASTM D3462 R684 09/21/200S UL (TST 1740) ASTM D71S8 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D71S8 IOCA41303 10/27/2010 UL (TST 1740) ASTM 03161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM 07158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786S70826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (QUA 962S) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT201", XT" 25, XT" 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle', Centennial Slate', Grand Manor Shanglee, Landmark", Landmark" IR, Landmark'" Pro, Landmark" Premium, Landmark"' TL, Landmark"' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05•R10 Certpate ofAud oAmdan 09503 FL5444-119 Revision 10: 02/16/2016 Page 2 of 12 QOTRINITYIERD 4.4 Presidential Shake'", Presidential Shake^' IR, Presidential Shake TLn` and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriotm is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest"', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R9O5.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,d = 150 mph (V„n = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,d =150 mph (V„ n =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category 8 or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.d = 150 mph (V„ n = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R9O5.2 and the shingle manufacturer's minimum requirements. Exterior Research and Desip, U.C. Evaluation Report 3532.09.05-R30 CertPeate of AuMoAmtlon 09503 F 4-R9 Revision 10: 02/16/2016 Page 3 of 12 6.2.1 6.2.2 6.3 6.3.1 6.3.1.1 QOTRINITYIERD Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. Certa(nTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20'. XTm 2S. XTm 30, XTm 30 IR: LOW AND STANDARD SLOPE ENOUSH 12" 12" 17, 305 mm) (305 mm) (305 mm) V (25 mm) lant 11 (25 mm) Sealant 5 s/e" (145 mm) METRIC 131h. 131h" 131h" 1.. (25 mm) Sealantlant 1" (25 mn) i 61/t" T AWpwa 113. U.af--ilsfor sa ryfull sbtngla Hip & Ridge: Cut Shingles 25 "-11 II 2" (50 mm) Remove^ FShingTleShingle nShlap9le 12.. Cap305 mun) 1 Rgm 11-24. art robs, tben Utm bock to mab cap AVOW Bhgbsb dbnenstons sboron). STEEP SLOPE Use four nails and six spots of asphalt rooting cement* for every full shingle (Plgwe 11-4). Asphalt roofing cement meeting ASTM D4586 Type II Is suggested. I - Roofing Cement Apply V (25 mm) spots of asphalt roofing cement under each tab corner. FIpm 11-4.• Usefomr nails autstx spotsQfaspbalf awatton shoo slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Imm)r 5' 12'( amn) f 125 mm) tocNo"° AeQ lWm 11.25: Mad4 Non of cops abet the hips and Vja Note: For ASTM D3161 - Class F, use BASF Sonolastic NP i adhesive or Henkel PL° Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, U.C. Certykote oJAutIt"InWon MO Evaluation Report 3532.09.0S•R10 FLS444-R9 Revision 10: 02/16/2016 Page 4 of 12 QOTRINITYIERD 6.3.2 Carriage House Shangle°. Centennial Slate"' and Grand Manor Shangle•: LOW AND STANDARD SLOPE Use five mails for every fun Shangle. l .—(25 min) I (25 mm) 5ff* j 81" 16 min) (220 mm) f(gure 17-4 Use fire nalit for errry full CrondManorSbangle. Carriage House %bangle, or Centennial Slate. 6.3.2.1 Hip & Ridge: Shangle* Ridge Figure 17-1& Shangle' Ridge. STEEP SLOPE Use seen nails and three spas of asphalt roofing cement for eery full Grand Manor Shangle. Use fie nabs and thret! spas of asphalt roofing cement for every full Carriage House Shangle and Centeanial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASIM 04586 7}pe 11 is suggested. 11R" min) 1" a lest +{ 1—(25 min) 25 ) Ste ` 65W 16mm) i - fl2omm) 25 mm) Rtalln0 C.sWw Figure 17-5: Wben lnstaUing CranaManor.%ag1es on steep dop x use senrm nails and tbrre spou ofespbafl roQ irrg rrment. 18• Exposure Remove tape from the right side g•,j and fasten SECOND Fasten the left side 85/e. RIGHT FIRST LEFT figure 17-19. Installation of Sbangle® Ridge sbingles on btps and ridges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3S32.09.0S-R10 Certdkvte of Audiarizatlon 09503 FL5444-R9 Revision 10: 02/16/2016 Pap S of 12 QOTRINITYIERD 6.3.3 LandmarkTM. Landmark'" IR, Landmark"' Pro (formerly Landmark" Plus), Landmark" Premium, Landmark" TL. Landmark"' Solarls, Landmark"' Solarls IR, NorthGate: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 17' 305 mm} (375 mm)--—(305 mm)--i era+m.is..uua.era..van..ta. I-1" (25 mm) Release Tape I" (25 mm) IIm. Nailabler Area IVA 0 M LANDMARK TL 13 X 13" 13V 1 -(343 mm) - -(330 mm)- -(343 mm)- i 1-1" (25 mm) 1" (25 mm)--I — M M R] R Figum 13-4. V-fournailsfor-M-fillibhVe NorthGate: WIDE NARM A Ir 14 YV tz 30S mm) (37S mm) — r (30S col Wading Lob r (2s mm upper nag In arw na4IM r (25— tWrg aw for lo. ana eLndmd dopy (t:an 712 to 21:12) Nal betasen upper 6 baer lna a W*an chore. STEEP SLOPE Ise six nails and Gorr spots of asphalt roofing cement for e%vry full laminated shingle. Sce below. Asphalt roofing cement should meet ASTSI D4586 Tape II. Apply I' spas of asphalt roofing cement unde each corner and :it about 12' to 13' in from each edge. METRIC DIMENSIONS 1-015 mm) euctr rMi_ Nail Area Far Steep 1"- 1 ( 25 mm) i---- Exterior Research and Design, I.I.C. Certdkaa Of Audwrfmtlon #9Se3 143/4" 17'— 375 mm) (305 mm) I (25 mm)-r 25 mm; Evaluation Report 3S32.09.05-Rlo FLS444-R9 Revision 10: 02/16/2016 Page 6 of 12 LANDMARK ?L 13t/2" 13" 13V2' 343 mm) 330 mm) 343 mm) 1--1 "(25 mm) 1 "(25 mm)-• 1"—+j i• 25mm)--- NorthGate: STEEP SLOPE NAILING Figure 13 S: Use stx na/ls andfour spots of aspbdt MQ/beg Dement on sleep slopes 0- 1.. 25 mm) 12' 1"4' 12' Nailing areas for steep slopes (greater than 21:12) and " StafnAailing' Nail between lower 2 nail Ines as shown above. 6. 3.3.1 Hip & Ridge, Option 1: Shadow Ridge"' or NothGate Accessory Ft we 13-1R dge accessory sbfngles detach easily from Mrse- pleas units to make 72 lndtmdual cap pietas. 12' 3n5mm) C 8' 150mm) ( 150mm) Notch for Cantering 1Y gym) Notdmfor Alknmmj the TopEdgeoftheTCapforS'( 125mm)( ) English Dlmerolon Shadow Ridge' Exterior Research and Design, LLC. te"foote of AudwdWdon /9So3 QOTaINITYIERD 97X g15/ 16' 415/18'- 125mm) I ( 125mm) Notch for Centering 131/ 4' m Ki7mm) NotchesforAlignmentTopEdge the Previous 75 of 1 m mm) LtheCapfor5sX(141mm)Exposvre I Metric Dimension Shadow Ridge"' Evaluation Report 3532.09.0S.R10 FLS444R9 Revision 10: 02/16/2016 Page 7 of 12 9 27/32' 250 mm) 415116 (123mm CetgmUq NOtctl 131/4' T 337 mm) \ Allp time I I now es to too edge of (194 mm) vioupres taurse NorthGate Ridge 1( 3pW"l) LayMg Nateh I I 51(1250re) Ft we 13-2k use Aeft nothet to centersbhlgles on Ups and Min and tobeats the tonedaposme QOTRINITYIERD 131/ 8" II---- ( 333 mm)— N- 6 5181-.4-6 5/r II 168 mm01168 mm 1 _ i Centering 131/ 4' NotCh 337 mm) Align / f notches to top 4 M mm) ofprevious course. NorthGate Accessory Note: For ASTM D3161 - Class F of Shadow Ridge^', use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3. 3.2 Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest"' IR Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2- inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8- 5/8-inch up from its exposed butt edge and 1-inch from each side edge. Exterior Research and Design, I.I.C. Evaluation Report M32.09.05410 Ceopkate of AudWiLvHon 09M FL5444-R9 Revision 10: 02/16/2016 Page 8 of 12 Q0TwN1TYjERD Note: For ASTM D3161- Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line'%. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hr+d.aero earei•e tq' e• 0 mm) 1102 mnl tYeun) h— t• 2S mmI comat "OkaiA6GWW tl 14VU r iW% (23 nu6) 6.3.4 Presidential Shake"'. Presidential Shake"' IR. Presidential Shake TLT". Presidential Solaris": LOW AND STANDARD SLOPE: STEEP SLOPE: For tow and standard slopes, use live nails for each full Presidential For steep slopes, we nine oallt for each fun Presidential shingle and shingle as shown below apply l' diameter spots of asphalt fooling cement under each shingle tab. Ana applying 5 naps 1n between the nalgng grade lines, apply 4 nags t. Naeing 4(r above ab cutouts making certain tabs of overlying shingle cows naft 0ulde Ud6 (1016 mm) N. 51X 133mm)kN 141/4' 38 rain) (362 rain) NOTE: Apply palls on painted puldeline. flgroe m& faavdnyf uidenAwand fierldonw n Stake sbtngter on two andsaadand sbpa 6.3. 4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY 1 T I' durnatera6phall roofing amens t f1pre 16. 7.• fasAmiq FmidsnAW and heaenffaf r/L Shake shbigf6c on SkV *Psi Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/ 4• into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL Is 12' x 12% Portland, OR produces 97/8' x 131%4' accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3. 4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest"' IR hip and ridge shingles. Ettberlor Research and Design, U.C. Evaluation Report 3532.09.05-R10 CmWkore Of Autimfeadon 09503 FL5044-R9 Revision 10: 02/16/2016 Page 9 of 12 6.3.S 6.3.5.1 6.3.5.2 Hatteras": WK STANDARD AND STEEP WE: r4jum 15J: rasoming natreras AhOes ou Lou- and Mandlard Vopm for bur And slao(hnl slopes. use fire nalb for each full Mateass shingle arc shown abore. Hip & Ridge, Option 1: Accessory for Hatteras QOTRINITYIERD For sleep slops. ux Ore roils and eight spas of usp6a4 roofing cement for each (DO IlAteras shingle as shown abore. Apply V ILSmm) diamner spas of mofina cement OMNI 114586 Ape II sug sled) under each tab comer. Press shingle into pbce: do not e%pose amens. CAUTION: Too much mollog cement con muse shinoes to blister. Note: For ASTM 03161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles 9.. 230 mm I I y---I--- 18" 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Pipet 15-2P. Cut Nat&as sblrrgles to make cow cap. 460 men) aa• r(203 mmlr' 18 ( ,\ 5d `2S"S 2°iAmm Pigwe 15-21: Installation of caps along hips and ridges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, U.C. Evaluation Report 3s32.09.05-11110 CWWkobe a1 Aurhorfsadon 09503 FLs404-R9 Revision 10: 02/16/2016 Page 10 of 12 6.3.6 6.3.6.2 6.3.7 7. LABELING: Highland Slate^'. Highland Slate"* IR: LOW AND STANDARD SLOPE six rob 0" mlb udeirdowrcadtr a"oNa n Ftgme 11-3: Use RVB nailsforan" Mlgbla d Sfala sbbrgla QOTRINITYIERD STEEP SLOPE Use FIVE nails and EIGHT spots of asphalt roofing cement' for each full Highland Slate shingle. Por Maml-Dade, SIX nails are required. Apply V diameter spots of asphalt rooting cement under each tab comet Asphalt roofing cement meeting ASIM D45S6 Type 11 is suggested. MotWaft rp1io six rab tea rob h sWO owr aior erw o twin Foos 1I ,U Use RM nods and agN 4Wk o1ar0haU mq tga9mentundereocbtabwraw CAUTION: Bxcesslve use of roofing cement can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest"', Cedar Crest" IR or Shangle Ridge" hip and ridge shingles. Patriot': LOW AND STANDARD SLOPE Use FOLK nail. for every full shingle k r-tted as shown heloa•. Snitnt mot' (2Srtm) 6.14 } ussiniil I rrl + 'tin" W ' ti ) STEEP SLOPE U-4- FOUR nail+ and four spots of asphalt roofing cement for tarry full shingle as shown helou: Asplcdi roofing cemau meeting MI AI D458ii 11* 11 is suggcstal Apph• I' (15 mm) spins of asphalt roofing cement as Awn. CAUTION: Excessive use of roofing etment can curse shingles to blister. bier' I T tieeet I • .: U Rdallda Goat woo ( M M" Hip & Ridge: Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle Ridge"' hip and ridge shingles. 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R90S.2.6.1. Exterior Research and Design, U.C. Evaluation Report 3532.09.05410 CertPeate oJAuNoAmtlon 09503 FIS444-R9 Revision 10: 02/16/2016 Page 11 of 12 QOTRINITYIERD 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; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R10 CeafWfe of Audwdzadan 09Sa3 FL5444-R9 Revision 10: 02/16/2016 Page 12 of 12 Florida Building Code Online Page 1 of 2 SCIS Home I Log In I User Registration Flolca Product Approvalj USER: U-31 Dubuc user Hot Topics ! Subrrut Surcharge i Slats 6 Facts I Publications I F8C Staff I WS Site Map I Units Search Product or Application search > Application Us t > Application Detail FL # FL2075-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 904)783-8400 Clark@Flamco.com Authorized Signature Clark Jones clack@Ramco.com Technical Representative Clark Jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 904) 783-8400 Clark@flamco.com Quality Assurance Representative Clark Jones Address/Phone/Email p o box 6310 Jacksonville, FL 32236 904) 783-8400 Clark@flamco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 01/31/2018 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Vear TAS 100 (A) 1995 Equivalence of Product Standards Certified By Sections from the Code FdI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFG1 WOugHV... 2/22/2018 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity OYes ONO ON/A Product Approval Method Method 1 Option C Date Submitted 02/27/2015 Date Validated 02/27/2015 Date Pending FBC Approval Date Approved 03/09/2015 Summary of Products FL # Model, Number or Name Description 2075.1 RV10 RV10 ALUMINUM RIDGE VENT Limits of Use Installation Instructions Approved for use in HVH2: Yes FL2075 R7 II rv10 noa 12-0810-08 exo 1-31-18 odf Approved for use outside HVH2: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL2075 R7 AE rv10 noa 12-0810-08 exo 1-31-18 df Back Neat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SS0.487-1824 The State of Florida Is an A V6EO employer. Coovricht 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 4S5, F.S. must provide the Department with an email address If they have one. The entails provided may be used for of ldal communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: SR Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFG1 WOugHV... 2/22/2018 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Florida Metal Products Inc. P.O. Box 6310 Jacksonville, FL 32236-6310 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 after 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 of the Florida Building Code. DESCRIPTION: RV10 Aluminum Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 08-0611.10 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMMlL4DE COUNTY NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description RV10 Aluminum Ridge 7-5/8" x 10'-0" TAS 100(A) Ridge ventilation system Vent MANUFACTURING LOCATION 1. Jacksonville, FL. EVIDENCE SUBMITTED Test Agency/Identifier Center for Applied Engineering, Inc. PRI Construction Materials Technologies, LLC MIAMMADE COUNTY Name Report Date MTS 257414a TAS 100(A) September, 1995 FMP-003-02-01 TAS 100(A) 02/12/08 NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 2 of 4 APPROVED APPLICATIONS Tradename: RV 10 Aluminum Ridge Vent System Type: Mechanical attachment of ridge vent system over asphalt composition shingles. Cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3-'/4" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. RV 10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply '/4" wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge Vent in place using 1'/2" aluminum ring shank roofing nails 6" o.c., with the first nail 1'/2" to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. Install Florida Metal Products, Inc. High Wind Straps over each end of ridge vent, all connections between sections, and at a maximum of 3 ft. intervals over the remainder of the vent using four 1-1 %2 " aluminum ring shank roofing nails per strap Ridge Shingle: None Ventilation Refer to manufacturers published literature. Calculations: GENERAL LIMITATIONS: 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. 3. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 4. Refer to applicable Building Code required ventilation. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. CM1AWQADEC0UjW NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 3 of 4 DETAIL DRAWINGS 5-3/4" 1\ M r- 1-1/2" raw 7-5/8" RV10 ALUMINUM RIDGE VENT END OF THIS ACCEPTANCE NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 4 of 4