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HomeMy WebLinkAbout3930 Night Heron Dr 18-934; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 18t40'W 00 Job Address: 3930 Night Heron Dr, Sanford 32773 (Lot 75) Historic District: Yes [I No F-1 Parcel ID: 17-20-31-502-0000-0750 Residential R Commercial El Type of Work: Nevv 0 Addition 1:1 Alteration 11 Repair El Demo El Change of Use El Move El Description of Work: construction of new sin IMIINTUM1111312 01 Phone: 407-529-3135 Fax: Title: Permitting Manager Email mparkison@,pDarksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State Ucensc No.: CRC1330351 Arch. / MJS Home Designs Arch itect/Eng I neer Information Arch, 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Street: Arch,/ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Eng,/_PC} Box530783 Debary FL 32753 Fax: City, St, zip: E-mail: Bonding Company: IMARM Mortgage bender: Address: WARNING TO OWNER: VOUR FAILURE TO RECORD A NOTICE OF COMMLNCEMENTMAY RLSVLT IN YOUR PAYING TWICE FOR INIPRON'LNILNTS TO NOVR PROPER,rN,. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT NNI-1-14 NOUR LENDER Oil AN ATTORNEY BEFORE RECORDING NOUR NOTICE OF COMMENCEMENT. Application is herebx made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this " jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the (late ol'application and the code in effect as of that date: 51" Edition (2014) Florida Building Code ReN ised JameIC :10, 20 1 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 count-,,, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 71 3. The ChN of Sanford requires payment of a plan review fee at the time of pert -nit 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 jab 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. C- Sianature of'Ow)er"Aaent Date Vishaal Gu Print Owner/A,-,t L E PAF KrS0 Net, Pubic G 5" y CorrFT .Expires 2, 2, Owner/ Agent is 'yPersonally Kno- to Me or Produced ID "F m of ID Signature of'Contractor/Aoent Date Vishaal- Gu print Contractor/1' Date MICHELLE PARKISON MICNotary Public - State of Florida Commission # GG 157861 M MCortri, Expires Nov B(, Ldeld tiifoL0 W,64 ary kssn Contractor/ Agent: is '-4' Personally-Xncrwri to Me or Produced ID T% pe of ID 13ELOW IS FOR OFFICE USE ONLY Permits Required: Building z Electrical Mechanical5jr PlurnbulgW GasE] Roof 0 Construction Type: . ...... 192 Occupancy Use: Flood Z o n e: Total Sq Ft of Bldg: Mitt. Occupancy Load: of Stories: 2LZA— —Lt New Construction: Electric - # of Amps 2,to Fire Sprinkler Permit: Yes[] No all"4 of Heads 1- 1EITIES: APPROVALS: ZONING: t ENGINEERING: FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan, Plumbing - # of Fixtures-2-0 Fire Alarm Permit: Yes 0 NoZ PASTE WATER: Bi UII-DING:—GE-3--° Revised JUnC30,20IS 11crina Application Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkisonCcf)parksquarehomes,com Property Address: 3930 Night Heron Drive Property Owner: Park Square Enterprises, ACC Parcel identification Number: 17-20-31-502-0000-0750 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure E] 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) 777 Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 1202940090F Map Date: Sept- 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain Elfloodway A portion of the parcel is in the: 0 floodplain El floodway The parcel is not in the: [Wfloodplain Ofloodway The structure is in the: floodplain E] floodway The structure is not in the: ] floodplain ] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-934 Reviewed by: Michael Cash, CFM Date: March 1, 2018 Walkway Including Right -of -Way Use & o,wof,rianfordfl.gov Department of Planning & Development Services 300 Norfli Park Avenue. Sanford, Florida 32771 Phone: 407,688,5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit, The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other 15 jurisdiction's right-of-way. All requested information below as well as a current survey. site plan or plat clearly identifying the Know. hars below. size and location of the existing right—of-way and use shall be provided or application Could be delayed. Call before you dig. 1 Project Locatiorv`Acdress: Y, 2, Proposed Activity: 19 Driveway 0 Walkway El Other: 3, Schedule of Work: Start Date — Completion Date Emergency Repairs 4, Brief Description of Work Construction of new driveway for new single family residence This application is submitted by: 7PropertyOwner. Signature: Print Name Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email: mparkisonCTiparkscluarehoinev com Date:12__ Maintenance Responsibilities/indemnification The Requester, and his successors and assigns. shall be responsible for perpetual maintenance of the improvement installed Under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requester may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways utilities. stormwater facilities at, any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove. ! sizable and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public rlght-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, of completely restore the right-of-way to its previous condition, the City shall, after appropriate notice restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requester's property to recover costs of restoration To the fullest extent permitted by law, Requester agrees to defend indemnify, and hold harmless the City, its counciipersons agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities claims, penalties, demands, suits, judgments losses, expenses damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense settlement and reasonable attorney's fees up to and including an appeal) resulting in any fashion from or arising directly or indirectly out of or connected with tie use of the City s right-of-way I have read and understand the above statement and by signing this application I agree to its terms. Signature: JC Date: , " 9 , 16- This permit shall be posted on the site during construction. Please call 407,688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by. Special Permit Conditions: Official Use Only Fee'. Date Date Date. Date: No ember 201 ` 00. Ls e ,,vewa. paf CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 150,000.00 Job Address: 3930 Night Heron Dr, Sanford 32773 (Lot 75) Historic District: Yes El No El Parcel ID: 17-20-31-502-0000-0750 Residential N Commercial Type of Work: New 0 AdditionEl AlterationEl RepairEl DemoEl Change of UseEl Move El Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 lipmeml Arch. / MJS Home Designs ArGhitect/Engineer Information Arch. 407-629- 6711 Name: Eng. / Don Bolden Eng. Phone: Eng, 386-668-7606 Street: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Fax: Eng,/ P0 Box53o783DebanLFL32753BondingCompany-, EUMM Mortgage Lender: 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 30B 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 frorn 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. I - I Signature of Owner/Agent Date Vishaal Gu Print Owner/Ag( RM MICHELLE PARKISON Notary Public — State of Florida Commission # GG 157861 MY Comm, Expires Nov 5, 2021 Bonded through NRU014 Notary Aau, Signature of Contractor/Agent Date Vishaal G G. Print Contractor!,AgMTTNaqe MICHELLE PARKISON Notary Public — State of Florida Commission # GG 157861 My Comm. Expires Nov r'V M. Boadedthrough,hiat aNWXYASSn Date p - - ` 4 Owner/Agent is Personally Kno to Me or Cc;n-tj7adorT/Ag'-eu1 is to Me or Produced I- rsonalty-Kmowri D Produced ID _ Type of ID ype-of BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical Mechanical [] Plumbing[] Gas[] Roof 'L J 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: YesE] NO] # of Heads Fire Alarm Permit: Yes [] NoE] APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: C- I FIRE: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Late: .1 )q- I hereby name and appoint an agent of: vRMr4NvA= 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): El The specific permit and application for work located at: Strect .Nddress) Expiration bate for This Limited Power of Attorney: ! lr I License Holder Name: tlishaal Gupta Mate License Number: CRC 330351 Signature of License Holder: STATE, OF FLORIDA COUNTY OF grange The foregoing instrument was acknowledged before me this 1 day of , 20V- , by Vishaal pupta _ who is Xpersonally known to me or o who has produced as identification and who did (did not) take: an..oarth Sit nure Notary Seal) ICHELLE PARKISON A ` t No fy Public - SIWO 01 ffttrlta pvnr tissiot # GG 15a78t i0, 2021MtyCornnt. Expires Nov F va a .' bolted thfc4l ^"'ONV Nex"A"' Rev.08.12) Print or type name Notary Public - State of_. Commission No. 4 1 t My Commission Expires: ti 5 t _. W T4 it THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. DBOLD, DOWNING, BILL & RENTZ, PAG M inter 22 Comstock Avenue, Suite 101 im Park, FL 32789 6 1RANT MALOYP SEMINOLE COUNTYI LERK OF CIRCUIT COURT to COMPTROLLET"! 8K% 903-- Pjs — `F-is CLERK'S - 2017121544 ' RECORDED 12/1-111/21017 C0:4.F-7 FIN UEED DOC TAX RECOR-ING FEES $35-5o St_CR UED D" ndevore SPACE ABOVE THIS LENE FOR RECORDING DATA] ---------------------- SPECIAL WARP,NTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2-91- day of November, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"), Wherever used , rcijn; the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Spe i l; 'Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. W I T N E S S E T H: THAT, for and in consideration of the sum of Ten and No/1100 Dollars ($10.00) and other Qood and valuable considerations, thereceiptand sufficiency of which is acknowledged by Grantor, Grantor hereby grants., bargains, sells,, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida,rnore particularly described as follows: See Exhibit "A" attached hereto and incorp rated herein by this reference. TOGETHER WITH all the tenements, hereditaments grad Appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by through or under the Grantor, but not other - wise; the foregoing subject to, real estate taxes or assessments for 2018 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall not serve to reimpose same, Book9033/ Page5 CFN#2017121544 Page 1 of 4 r It IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: BRISS€3Iti INVESTMENTSMENTS LLC, a Florida limited liability company 0 Print Name: 1 c Print Name: STATE OF FLORIDA Gt-'I '''T'r nU I -'ID A —17 The foregoing instrument was acknowledged"before zne this day of November, 2017, by Robert Zlatkiss, as Authorised Representatsvec f3rissoTnv trnents L L C , a Florida limited liability company, on behalf of said entity. He is ersonally %noun. to me r has produced as identification. notary Public, State df Flon a Seal) Book9033,/Page6 CFN#2017121544 Page 2 of 4 IF I Le , ga I Description Lots 191, 20, 21, 42, 43, 73, 74, 75, 76, 133, 134, 135, 148 and 178, 'WN-ndharn Preserve according to the Plat thereof as recorded in Plat Book 81, Page 93, Public Records of SeminoleZ- County, Florida. Book9033/'Page7 CFNt't-2017121544 Page 3 of 4 E3 Permitted Excegfions Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 1 City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76- re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31. 1. 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions ofw'n Preserve, recorded in Plat Book 81, Pages 9' ) through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17;2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2,017 in Book 8947, Page 158. 7. Memorandw-n of Post Closing Agreement recorded August 3, 2017 in Official Records Book 8965, Page 159. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book9033/Page8 CFN#2017'i 21544 Page 4 of 4 CC OUNTY OF SEMINCLE IMPACT FEE STATEMENT STATEMENT N-JMBER: 181000OC BUILDING APPLTCA-TON 1-8-10000094 BUILDING P E R.141 I N'151M B E R 18 - 10 0 0 0 0 9 4 O Avt34 DATE: February 06, 2,0111-8 # UNIT ADDRESS: NIGHT HERON DRIVE 3930 17-20-31-502-0000-075;3 TRAFFIC ZONE:022 jURISDI'-"TION: SEC: TWP. RNG: SUE: PART EL SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square EnterDrises LLC ADDRESS: 5200 Vineland Roan, Suite 200 ORLANDO FL 32811 LAND USE: Wyndham Preserve TYPE USE: WORK DESCRIFT-ON: CITY-SANFORD SPECIAL NOTES: 3930 NIGHT HERON DRIVE/ WYNDHAM PRESERVE OT 75 SFR DETACHED FEE BENEFIT RATE UNIT OALC UNIT TOTAL DUE TYPE DIST SCHED RATE WITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single 7alrdl SHousing 7r,5,00 1.000 dw! unit 1050'j ROADS-4OLLECTO NIA SinleFamilY HOUSIng . 00 1.000 dwl unit FIRE RESCUE N/A clo LIBRARY CO - WIDE ORD 01 SinZIe Familly Ho, 54 00 1.000 dw.1. unit 54.0 SCHOO 3 COiwnqTDE ORD Single FaTnily HOUSing slonn—co 1,000 dwl unit 5-,C,,,"n PARKS N/ A LAW ENFORCE N/A DRAINAGE N/ A AMOUNT DUE 5,75,H PERSONS ARE ADVISED THAT THIS SS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT e PERSONS ARE ALSO ADS -,SED TT HAANY RIGHTS OFTHE APPLICANT, OR OWNER, TO APPEAL THE CALCULI TION'OF'ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THE REQUEST FOR REVIEW M'UJST MEET THE RE9=EMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING AB APPEALS MAY E PICKED UP, OR REQ6ESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD wL, 32771; 407-665- 7h6. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SA,\,F'CRD BU71TNG DE ."N 116_- FAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY 'ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID 17 A BUILDING PERM IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM T14E DATE ABOVE GRANT MAL.OYs SEMINOLE COUNTY CLERK: OF CIRCUIT COURT & COMPTROLLER BK 91.03 Pq 673 (11"3S ) CLERK'S 2018036280 RECORDED 04,f04!2018 01'11-1 ? F'11 RECORDING FEES $11QI a 11It RECORDED BY -.rs=ckitria PREPAREDTHIS INSTRUMENTAddress: 5200 Vineland Road Suite 200 Orlando, Florida 32811 Permit Number: DESCRIPTIONI b— e--unclersi "ne hereby gives notice that improvement will e made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. PROPERTY: DESCRIPTION Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: 4, CONTRACTOR: Name: mark S uare Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32311 5. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A Address: NIA Amount of Bond: N/A 6, LENDER: Name: Fifth Third Sank Phone Number: Address: 5050 Kincislev Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(l)(a)7., Florida Statutes. Name: Phone Number: 8. in addition, owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified) rr r signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/DirectortPartnertManager) ViShaai Gupta, Executive Vice President Print Name and Provide Signatory's TitEe/Office) The foregoing instrument was acknowledged before me this day of A.p r, 1 2 1 by E r Who Is personally known to me Cl OR Name of person making statement who has produced identification 0 type of identification produced: 7;; MICHELLE PARKISQN Notary Public - State of Florida Comrnission # GC 157661 Nota gnature gv' Q it Ko,-' My Comm. Expires Nov 5, 2d21 Bonded through National Notary A. REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED UILDING PERMIT Min Max 10 10 20 Permit Inspection Description Fonn board /Foundation Su iev Slab / Mono Slab Prepour Lintel / Tie Beam / Fill /Down Cell 30 Sheathing — Walls 30 40 Sheathing — Roof Roof Dry In 50 Frame 60 Insulation Rough In 70 40 70 Drywall / Sheetrock Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence L Address: ELECTRICAL PERMIT Min Max Ins ection DescriEtion 10 Underground Electric 10 Footer / Slab Steel Bond Power (TUG) PvTernporarUnderground200W A 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 MechanicalFinal REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 075 Madrona A RHG - E Builder Name: One Stop Cooling and Heating Street: 3930 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9, Wall Types (2128.0 soft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ftr b. Frame - Wood, Adjacent R=11.0 340.67 ft- 3. Number of units, if multiple family 1 c, NrA R= ftr 4. Number of Bedrooms 4 d. N/A R= ftr 5. Is this a worst ease? No 10. Ceiling Types (2091.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2091.00 ft 6. Conditioned floor area above grade (ftr) 2091 b. NIA R= ftr Conditioned floor area below grade (ftr) 0 c. N/A R= ttr 11. Ducts R ftr 7. Windows(276.0 sgft,) Description Area a. Sup: Attic. Ret: Main, AN: Main 6 418.2 a. U-Factor: Dbl, U=o.55 150.00 ftr SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ftr 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dal, U=0.54 30,00 fF SHGC: SHGC=0.25 13. Heating systems kBtu,hr Efficiency d. U-Factor: N/A ftr a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.618 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems 8. Floor Types 12091.0 sgft.) Insulation Area a. Electric Cap: 50 gallons E F: 0,900 a. Slab -On -Grade Edge Insulation R=0.0 2091,00 ftr b. Conservation features b. N'A R= ftr None c. N/A R= ftr 15. Credits Pstat GlassfFloor Area: 0.132 Total Proposed Modified Loads: 60.69 PASSTotalBaselineLoads: 64.69 I hereby certify that the plans and specifications covered by Review of the plans and f 11A 24 this calculation are in compliance with the Florida Energy specifications covered by this• Code. Digitallysigned by Bolan calculation Indicates compliance Bola l Pauk+UVI Date zeiaol_rai7n with the Florida Energy Code. PREPARED BY: __ o'oo ___ Before construction is completed DATE: _____ _ this building will be inspected for compliance with Section 553.908 f I hereby certify that this bull ing,-a Y cned. is in compliance Florida Statutes. . with the Florida Enet b f ,0 -IE f OWNER/ AGE - - - BUILDING OFFICIAL: - - - - DATE: 1 f DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1,1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Can requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 11/ 182018 5:09 PM EnergyGaugea USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 075 Madrona A RHG - E Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2091 Lot 4 75 Owner Name: Park Square Homes Total Stories: 2 Block./Subdivision: WP of Units: 1 Worst Case: No PlalBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 180 Street: 3930 Night Heron Drive Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New,'Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5010 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FLORLANDOINTLAR 41 91 70 75 526 44 Medium BLOCKS N_umbe1r________ 11 Name Area, Volume Blockl 2091 19446.3 SPACES N . uryiber Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2091 19446.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet l Slab -On -Grade Edge Insulatto Main 191,5 ft 0 2091 f12 0.29 0 0,71 ROOF Roof Gable Roof Solar SA Ernitt Emitt Deck Pitch V/# Type Materials Area Area Color Absor. Tested Tested Insul. (deg) I Hip Composition shingles 2339 ft2 0 ft2 Dark 0,9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2091 fP N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2091 112 0.1 Wood i /18'2018 5:09 PM EnergyGaugeak USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width HeighI Sheath ng Framing Solar Below Ornt Tc Wall Type_ Space R-Value Ft _ _ In Ft to _ Area R-Vatue Fraction _ Absor_ Grade ,,, 1 S=>N Exterior Concrete Block - Int Insul Main 4A 56 0 9 4 522.7 ft2 0 0 0.8 0 2 E=>W Exterior Concrete Block - Int Insul Main 4.1 45 0 9 4 420.0 f12 0 Q 0.8 0 3 N=>S Exterior Concrete Block - Int Insul Main 4.1 65 0 9 4 606.7 ft2 0 0 0.8 0 4 W=>E Exterior Concrete Block - Int Insul Main 4,1 25 6 9 4 23&.0 ft2 0 0 0.8 0 r- 5 -->SE Garage Frame - Wood Main 11 36 6 9 4 340.7 f{2 0 0.25 0.8 0 DOOR Ornt Door Type Space Storms U Value Width Height Area Ft n Ft En I W->E Insulated Main None 4 3 8 24 ft2 2 -=>SE Wood Main None 46 2 8 H 21.3 ft2 WINDOWS Orientation shown is the entered orientation (=>) chanced to As Built (rotated 180 degrees). Wall Overhang f # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S=>N 1 Metal Low-E Double Yes 0.55 0.22 N 30,0112 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S=>N 1 Metal Low-E Double Yes 0.54 0,25 N 0 fF 1 It 0 in 1 If 0 in Drapes/blinds None 3 e=>W 2 Metal Low-E Double Yes 0,55 0,22 N 45.0 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 4 e=>W 2 Metal Low-E Double Yes 0.58 0,25 N 96.0 f12 8 ft 0 in 1 ft 0 in None None 5 N=>S 3 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 N=>S 3 Metal Law-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 7 W=>E 4 Metal Low-E Double Yes 0,55 0,22 N 30.0 f12 1 It 0 in 1 It 0 in Drapes/blinds None 8 w=>E 4 Metal Low-E Doable Yes 0.54 0.25 N 6.0 ft2 1 it 0 in 3 it 6 in Drapes/blinds None 9 W=>E 4 Metal Low-E Double Yes 0.54 0.25 N 0 ft2 7 It 4 in 6 It 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 f12 393 ft2 52 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EQLA ACH ACH 50 1 Wholehouse Proposed ACH(501, .000414 226&.7 124,55 234.24 3718 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split 11 HSPF:9 33 kBtu/hr 1 sys#1 1/18i2018 5:09 PM EnergyGaugeQ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBiu/hr 1044 cfm 0.75 1 sys#t HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEG Collector Storage Corr # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply _-__ Return ---- Air CFM 25 OFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 418.2 ft Main 104.55 Prop. Leak Free Main cfm 62.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May X Jun X JuI X AugX, Se j Oct Nov Dec Heatin X Jan X Feb MarHX Apppr May Jun JuI Au[ j Sep j OctX Nov Dec Ventin Jan Feb Mar Apr May Jun [ Jul Aug J Se Xa Oct C] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 1 2 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WDj AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 118, 2018 5.09 PM EnergyGaugeS. USA - FlaRes2017 Section R405.4." Compliant Software Page 4 of 4 ADDRESS: 3930 Night Heron Drive Permit Number: Sanford , FL , R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonforesold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verily that the EPL display Gard completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4,5, Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402A. 1,1 and R402.4.1 .2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNi 380 and reported at a pressure of 0.2 inch w.g. (50 pascals ' ). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the lost and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, Exception: Testing is riot required to,, additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors. if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems one heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s,,m2), and swinging doors no more than 0.5 cfm per square foot (2,6 L/s,m2), when tested according to NFRC 400 or AAMA! WDMAICSA 101/1.S,2iA440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 11 812018 5:09 PM EnergyGaugeO USA - f7laRes2017 - FFC 6th Edition (2017) Complia Page 1 of 5 R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. MEMM Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 cat (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 134011 .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum charnbers, shall be constructed and sealed in accordance with Section C403.2.9,2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pat across the system, including the manufacturer's air handler enclosure if installed at the time of the lost. All registers shall be taped or otherwise sealed during the lest. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0,1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. Registers shall be taped or otherwise sealed during the lest. REMMM 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope, 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403,15 Building cavities (Mandatory). Building framing cavities shall no, be used as ducts or plenums. R403,4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55®F (13°Cl shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation, Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted, R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Healed water circulation systems shall be in accordance with Section R403.5,1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R4015.1 .1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically ad ' lust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the limes when heated water is used in the occupancy. 1/18/2018 5:09 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Cornialian Page 2 of 5 R403.5.5 Heat traps (Mandatory), Storage water heater-, not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '112 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R4015.6.1 .1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 60'C). R403.5,6,1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment, Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for ,he appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5,6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following critena: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal-, and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means, Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6,11 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6, 1, 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas, 3. If ventilation air is drawn from enclosed space(sl, then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302,1, This Code does not allow designer safely factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation Such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE A403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACy a CFM.•UVATTj AIRFLOW RATE MAXIMUN/ CFM) Range hoods Any 2.8 ctm/walt Any in -line fan Any 2.8 cfm/wall Any Bathroom, utility room 10 1.4 cim/watt 90 Bathroom, utility room 90 2.8 efmlwatt Any For SI: 1 cfm = 28.3 L/min. a. When testes in accordance with HVI Standard 916 1/18/2018 5:09 Pat EnergyGaugcO USA - FlaRes2017 - FBC 5th Edition (2017) Complia Page 3 of 5 R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7. o, the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature 'or the load calculation (or entering water temperature for water -source equipment), oment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice, R403.7,1,2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7,1,1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 11.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 <W of the design requirements calculated according to the procedure selected in Section R403.7,1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design lead calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excels cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events. shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commorcial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 O'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.1 0.1 through R403.1 O.5, R403,1 0A Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feel (914 mm) of the heater. Operation of such switch shall not change the selling of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10,2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors, Heaters and pimp motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3, Where pumps are powered exclusively from on -site renewable generation. R403,1 0.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a beat pump or solar energy source, covers or other vapor -retardant means shall not be required. 1`1403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for healers manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1 /18/2018 5:09 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403,10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum GOP of 4.0 when tested in accordance with AHRI 1160, Table 2. Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-1 4. A—M-0-14 FISMIL _* R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/18112018 5:09 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 9,A The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7, Windows- Description a. U-Factor: Del, U=0.55 SHGC: SHGC=0.22 lo. U-Factor: Do], _1=0.58 SHGC: SHGC=0.25 c, U-Factor: Del, U=0.54 SHGC: SHGC=0.25 id. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent c. N ' /A 4 d. N/A 10. Ceiling TypesNoa, Under Attic (Vented) 2091 b, N/A c. NA Area 11. Ducts 150.00 ft2 a. Sup: Attic, Rot: Main, AH: Main 96.00 ft2 12. Cooling systems 30,00 ft2 a. Central Unit a 1618 ft. 0.234 8. Floor Types Insulation Area a, Slab -On -Grade Edge Insulation R=0,0 2091.00 ft2 b, N'A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 4, Hot water systems a. Electric b. Conservation features None If 5, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fees. Builder Signature-// Date: Address of New Hor ,,x950 y- City/FL Zip: Insulation Area R=4.1 1787.30 ft2 R=11.0 340.67 ft2 R= ft2 R= ft2 Insulation Area R=30,0 2091.00 ft2 R= ft2 Rm ft2 R ft2 6 418.2 kBtu"hr Efficiency 34.8 SEER:16.00 kBtu/hr Efficiency 33,0 HSPF:9.00 Cap: 50 gallons EF: 0.9 e 6 Pstat 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. Email EnergyGauge tech support at techsupport@Denergygauge.com 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, 118/2018 5:09 PM EnergyGauge(R USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 075 Madrona A RHO - E Builder Name: One Stop Cooling and Heating Street: 3930 Night Heron Drive Pe,mit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL. Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling,attic The air barrier in any d,opped ceihng soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and me top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum, Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment will, the air hanno, Windows, skylights The space between winclowildoor fames and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and camilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawspace walls, Shafts, penetrations Duct shafts, utility penetrations. and fine shafts opening to exterior or unmu Batts in narrow cavities shall be cut to fit, o, narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light f xtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in extenor walls. or insulation that on installation readily conforms to available space shall Shower tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400' wrightsoft, Project Summary Entire House One Stop Cooling and ,* 7225 Sarvscove CoLr, Witer ParK, R, 32792 Pnone i4071 629 - 6920 Fax (407! 629 - 9307 Web wwwOneSlopCoolrg,corn 'L,w,,re CAC032444 For: Park Square Homes 3930 Square Heron Drive, Sanford, FL Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside do 42 IF Inside db 68 IF Design TD 26 'F Structure 22049 Btuh Ducts 2223 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24272 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin Coolingg Area ( ft2) 20 202 Volume ( ft3) 18853 18853 Air changes,'hour 0.41 0.21 Equiv. AVF (cfm) 129 66 Heating Equipment Summary Make Trane Trade TRANS Model 4TWR6036H1 AHRI ref 7562981 Job: Lot 075 Madrona A RHG - E Date: 12/12/2017 By. LF/Ri/MC Summer Design Conditions Outside do 92 IF Inside do 74 IF Design TD 18 F Daily range M Relative humidity 50 Moisture difference 49 grAb Sensible Cooling Equipment Load Sizing Structure 20518 Btuh Ducts 4595 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/ swin multiplier 0,97 EquipmenKensi le load 24460 Btuh Structure 3179 Btuh Ducts 955 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4134 Btuh Equipment Total Load (Sen+Lat) 28595 Btuh Reg. total capacity at 0.75 SHR 2.7 ton Make Trane Trade TRANS Cond 4TWR6036H1 Coil TEM6A0C36H31 ++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh (g) 47°F Latent cooling 8700 Btuh Temperature rise 0 IF Total cooling 34800 Btuh Actual airflow 0 cfm Actual airflow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 IF Backup: Input = 7kW, Output= 24790 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 41- 2018-jar,18'704,29 14= --, 1-1-11-___1111 1-11 R,gr0-SjtoQ?Unversa120'8 !8A08RS_!687_,, 'age esktopTEMPPRINT4- otO75Madror-eAR-iG Es41 Calc=W8 HOL6efaces E wrightsoft, Right-J8 Worksheet Job: Lot 075 Madrona A RHG - E Entire House Date: 12,12/2017 By: I-FRUIVIC One Stop Cooling and Heating 7225 Sandscove Cwt, W irrer F,,ark, FL 32792 meorie. W 7' 629 6920 Fax. (40 7) 629 9307 Web- wwv0nc-,,S1opGo(Aq.corn bcertse GAG032444 1 Room name Enbre House BED4 2 Exposed wall 191,5 ft 29,5 ft 3 Room height 93 ft d 9.3 ft heatcool Room dimensions 1,0 x 161.5 ft 3 Room area 20273 fF 161.5 tt2 Ty Construction U-Value or HTM Area (TV) Load Area (ft") Lari(i number Blul-nft-+} BtumtrY or perimeter it) Btum or perimeter ft) Buhl Heat Cool Gross N,/P/S Heat cool Gross N/P/S Heat Cool 6 13A-4ocs 0143 ne 3.73 2X 521 483 1802 1398 28 28 104 81 4A,',- 2om 0.550 ne 14-15 22.14 30 0 431 664 0 0 0 0 4135- 2trn 0,540 ne 14,09 23,59 8 0 113 189 0 0 0 0 V 13A-4o(,-, 0,143 se 373 Z(K) 237 169 Ki 1 4001 121 91, 339 263 1 4A5-tan 0.550 se 14.35 21 A2 30 4 431 643 30 4 431 643 4B5- 2tm 0.540 se 14.09 24.09 6 0 85 145 0 0 0 0 G 4135-21m 01A0 se 14.09 16.41 8 6 113 131 0 0 0 0 D 11D0 0.3140 se 1018 12,27 24 24 244 294 0 0 0 0 13A- 40cs OJ 43 sw 3.73 2,90 605 552 2058 1597 126 111 413 320 4A5- 2om 0,550 sw 14,35 21.42 45 6 646 964 15 2 215 321 4B5- 2fm 0540 sw 14.09 20B1 8 3 113 166 0 0 0 0 13A- 4os 0.143 my 3.73 2.90 419 218 1036 804 0 0 0 0 4A5- tom 0.550 nw 14.35 22.14 45 0 646 996 0 0 0 0 4A5- 2omd 0, 5 13 0 rTw 15.14 27,72 96 0 1453 2662 0 0 0 R 12c-()",W U91 - 2,38 1,151 339 318 756 479 0 0 0 0 L--- D 11D0 03%, n 10.18 1227 21 21 217 262 0 0 0 0 c 16B-30ad 0,032 0-84 1,76 2027 2027 1693 3565 162 162 135 284 F 22A-tpm 1,180 X80 0.00 2027 192 5898 0 162 io 909 0 6 c) AED excursion 890 58 Envelope lossgain 18365 16338 2545 1854 12 a) Infiltration 3685 1131 568 205 pi Room ventilation a 0 0 0 13 Internal gains: Occupants@ 230 5 1150 230 Appliances/ other 1700 0 Subtotal ( lines 6 to 13) 22049 20518 3113 2289 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 261 235 14 Subtotal 22049 20518 3374 2524 15 Dud loads tOr, 22% 2223 4595 100' 221, 340 565 Total room load 24272 25113 3714 3089 Air required (ctriii 0 11 Cq 0 143 Calculations approved byACCAto meet all requirements of Manual J 8th Ed 4- 2018-ja,-18 17.04,29 Rtg fi-SaWl', -rive rsa 120 - 8 18,0,08RS-' 16877 rage I ACZ-K esKlopTEMP PRIN,-LotG75MidortARHG-,"--.rLp Calc--NAj8 LJOLSefaces E wrightsoft, Right -JCS Worksheet Entire House One Stop Cooling and Heating 7225 Saxisaqve CA)ur,. ft,,ter [lark, r-1 32792 Pry -we, (407, 629 - 6920 i-ax ,407' 629 - 9307 Web wnwOre.SlopGooh,xg,corn License. CALM-2444 Job: Lot 075 Madrona A RHG - E Date: 12/12/2017 I Room name BTH3 BED3 2 Exoosed vull 5,5 it 14,5 it Room height 9.3 It heaVccrol 9,3 ft heat,c*ol 4 Room dimensions 9.0 x 5.5 it 1'0 X 169.0 P, b Room area 49.5 112 169D W Ty Conslruclion 1-1-value or H-1 M Area it) Load Area ft) Load number g3tuh/Tt2-+`) Bwh/1t2) or perimeter ft) Btuh) or perimeter ft) Btuh`i Heat Cool Gross NIPS Heat Cool Gross NP,-, Heat Cool 6 13A-4ocs 0,143 ne 3.73 2-90 0 0 0 0 0 0 0 0 4A5-2om 0.550 no 14.35 22.14 0 0 0 0 0 0 0 0 4W.5-2fm 0-1A0 ne 14D9 23.59 0 0 0 0 0 0 0 0 V 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4AS-2or", OL5C se 14.35 21,42 0 0 0 0 0 0 0 0 4B5-2fm 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 405-2fm 0.540 se 14-09 16.41 0 0 0 0 0 0 0 0 D 11DO 0.390 se 10-18 12,27 0 0 0 0 0 0 0 0 13A-4= 0,143 sw 3,73 2,190 51 47 176 137 135 120 447 347T4M,2orri 0.550 sw 1 4L35 21 A2 0 0 0 0 15 2 215 321 G 405-2fm 0.540 sw 14.09 20,81 4 1 56 113 0 11 0 0 w 1--1 13A-4ocs 4A5-2om 0.143 C.5,50 nw nw 3.73 14,35 2,90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c E: 1- G 4A5-2omd 0.580 nw 1514 27,72 0 0 0 0 0 0 0 0 PL— 12C-0sw 0.091 238 1.51 0 0 0 0 0 0 0 0 D 11DO 0390 n 10,18 1227 a 0 0 0 0 0 0 0 c 16B-30ad 0.032 U4 176 50 50 41 87 169 169 141 297 F 20A-tpm 1.180 30.80 0.00 50 6 169 0 169 15 447 0 6 cl AED excursion 241 8 Envelope loss/gain 443 331 1250 1047 12 a) Infiltration 106 38 279 101 b) Room ventilation 0 0 0 0 13 Internal gains: Onipants @ 230 0 0 1 230 Appliances/other 0. 0 Subtotal (lines 6 to 13) 549 369 1529 1377 Le&s external load 0 0 0 0 Less transter 0 0 0 0 Redistribution 7 15 10 21 14 Subtotal 556 384 1540 1399 15 Ducticiads 10% 22% 561 86 10%1 22%1 155 313 Total room load 612 470 169655 1712 Air required (dm) 0 0 79 Calc 8th Ed, 44- 2018-jan- 18 17 04,29 Right`§tertturive rsal 20', 8 IUMRSU'16877 Paget sktor., TEMPPRIN'LotO75Mad,,oroARHG-E.ri,;7 Cilc_NMB House faces' E wrightsoft, Right-JO Worksheet Entire House Job: Data: By. Lot 075 Madrona A RHG - E 12.12/2017 LFRUMC One Stop Cooling and Heating 7225 Sanoscove Courrt, Wvtter Park P, 32792 Piv.r)e 1407) 629 6920 tax 1407) 62 9 9307 Web wawaOrc,;Ior)Goolinq,corn I cease GAUQ32444 I Room name LDRY F Exposed call 0 ft 10D it 0 Room height 9.3 ft heat/cool 93 it heaV,,=I 4 Room dimens4ons 3.5 x 3.5 ft 1.0 X 92.5 1!, 5 Room area 12.3 ft2 92.5 ft2 Ty Construction U-value Or H-T M Area (ff,) Load Area (W) Load number B,uoft2-"F) (BirihIfte) or perimeter ft) Btuh), or perimeter if,,) Btj n) Heat Cool Grass N,,PS Heat Cool Gross N,,P,S Heat cool 64135-2frn 13AAocs 0,143 ne &73 2,90 0 0 0 0 0 0 0 0 4A5-2orn O,550 ne 14,35 2214 0 0 0 0 0 0 0 0 0.540 ne 14 09 2159 0 0 0 0 0 0 0 0 VU 13A-,toes 0.143 se 3.73 2.90 0 0 0 0 65 59 221 171 1 4A5-tom 0.550 se 14.35 21,42 0 0 0 0 0 0 0 0 4B5-2frn 0.540 se 14,09 24,09 0 0 0 0 6 0 85 145 4B5-2fro 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 11DO 0390 ee 10,18 12.27 0 0 0 0 0 0 0 0 13A-4ocs 0143 sw 3.73 2,90 0 0 0 0 28 28 104 81 4A5-tam 0.550 sw 14,35 21.42 0 0 0 0 0 0 0 0 G 4B5-2fm 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0L50 nw 14.35 22.14 0 0 0 0 0 0 0 0 4M, 2onnd P 12C-Osw 0. 580 nw 15,14 27.72 0M1 - 238 1.51 0 0 0 0 0 0 0 0 0 126 0 104 0 248 0 157 L— D 11DO 0.3% n 10,18 12.27 0 0 0 0 21 21 217 262 c 16B-30ad 0.032 0.8,4 1.76 12 12 10 22 93 77 163 F 22A-tpm 1.180 30M 0.00 12 0 0 0 93 10 308 0 6 c) AED exa-irsion 1 0 Emelope lossigain 10 21 1259 978 12 a) Infiltration 0 0 192 69 b) Room ventilation 0 0 0 C 13 Internal gains: Ocrupants @ 230 0 0 0 0 Appliances other 0 500 Subtotal ( lines 6 to 13) 10 21 1452 1547 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 21 312 270 14 Subtotal 0 0 1764 1817 15 DUCt loads 0%'1 2240l 0 0 1011/. 22%1 1781 407 Total roorn load 0 d 194,2 1'4 204Air required (cfni) 0 0 0 2 0, 103Calculations approved byACCAto meet all requirements of Manual J 8th Ed 2018- jar)- 18 17 04,29 RigI1- Sjteq1:,Unve,sa I 20'8 18,0,08 PS,,!6877 Page 3 Ikep: TEMP PRNN-ot 075 Madroria A RHG - E.rup Cal., = M,18 Hnize faces E rights ft, Right-JO Entire House Worksheet Job: Lot Date: 12112/2017 By: LF/RI/MC 075 Madrona A RHG - E One Stop Cooling and Heating 7225 Swdsmve Cow, wiriter ParIO-1,, 32792 fllbwv(407) 629 6920 Fax. (407)629-9301 Web wwwOry,,SlopGooliq.coaii,cer,6e CAC032444 I Room name KIT FOY 2 5qnos--d viall 0 ft 5.5 it 3 Room height 9.3 It heaV000l 9.3 It heavcool 4 Room dimensions 24.5 x 10.5 ft 6.5 x 10.0 ft 5 Room area 257,3 ftr 65,0 112 Ty Construction U-\due Or HIM Area (w) Low Area (it) Load number BtufAt2-`) Btuh/f?) or perimeter (ft) Bium or perimeter (ft) Btuh) Neat Cool Gross NP,'-, Heat cool Gross N/PS Heat Cool 6 t 13,A-flocs 0,143 no 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2orn 0.550 no 14-35 22.14 0 0 0 0 0 0 0 0 4B5- 2fm 05C ne 14.09 23-59 0 0 0 0 0 0 0 0 13 - 4ocs; A0.143 se 3.73 2.90 0 0 0 0 51 19 71 55 1 4A5-2om 0550 se 14.35 21 A2 0 0 0 0 0 0 0 0 4135- 2i'm 0540 se 14.09 24.09 0 0 0 0 0 0 0 0 4135- 2fm 0.540 so 14D9 16.41 0 0 0 0 8 6 113 131 11DO 0.390 se 10,18 12.27 0 0 0 0 24 24 244 294 13A- oars 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-tom 0,550 N 14.35 21 A2 0 0 0 0 0 0 a 0 4B5- 2fm 0,540 sw 14,09 20B1 0 0 0 0 0 0 0 0 13A- 4ocs 0,143 nw 3.73 2.90 0 0 0 0 0 0 0 0 T— G G 4A, 5-tom 0,550 nw 14.35 22-14 0 0 0 0 0 0 0 0 4A5- 2ornd 0.580 nw 15,14 27.72 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2,38 1.51 102 102 243 154 0 0 0 0 L— D 11DO 0.390 n 1018 12,27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 257 257 215 452 65 65 54 114 F 22A-tprn 1180 30.80 ODO 257 0 0 0 65 6 169 0 6 ci AED excursion 45 22 Envelooe loss`gain 458 5611 652 618 12 a) Infiltration 0 0 106 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances, ether 1200 0 Subtotal ( lines 6 to 13) 458 1761 758 656 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 205 191 758 6,56 14 Subtotal 662 1952 0 0 15 Duct loads I 10%1 22%1 67 437 10% 221% O 0 Total room load 129 q 0 Air required (dm) 00 01C Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. 4- Rig I- R-Sulers,, Urivet so[ 2018 18.C.08RS-:16877 2018-jaii- 18 17,04.29 EM E. run Calc = VU8 Hors faces Ee Page 4 skrool P PRINTLol 075 Madrona ARHG wrightsoft, Right-JO Worksheet Job: Lot 075 Madrona A R H G - E Entire House Date: 1212112017 B LFRUMC One Stop Cooling and Heating 225 Saridscove Court, Wiqer Park, rL 32792 Pi"-e (40 7) 629 - 6920 Fax (407; 629 9307 Web 0 rStopGoahrq_c;orn L cer6e GAG032444 1 Room name DIN RIWIC 2 Exposed wall 0 It 14.5 ft 3 Room height 93 It heaVcx)ol 9,3 It heat/cool 4 Room dimensions 1 D X 232.0 it 8.0 X 14.5 It 5 Room area 232.0 IF 116.0 IF Ty Cans dion U -value a HTM Area ft2) Load Area (tx) Load number (Btulh,V-'F) (Bluh,Ie) or perimeter ft) 13wh) or perimeter ft) Bun) Heat Cool Gross N,,T'S Heat Cool Gross NPS Heat Cool 6 t 13A-4ocs 0.143 ne 3.73 2,9D 0 0 0 0 135 135 503 C' 4A5-tom 0,550 he 14_5 22,14 0 0 0 0 0 0 0 0 4B5-2fm O-W ne 14,09 23,59 0 0 0 0 0 0 0 0 13A-4ocs 0,143 se 3.73 2,90 0 0 0 0 0 0 01 0 1 4A5-tom 0,550 se 14.35 21.42 0 0 0 0 0 0 0 0 4135-2frn O540 _;a 14,09 24,09 0 0 0 0 0 a 0 0 4B5-2h-n 0.540 -se 14,09 16,41 0 0 0 0 0 0 0 0 11D0 0390 se 10,18 12.27 0 0 0 0 0 0 0 0 13A-4ocs 0,143 s&, 3.73 2,90 0 0 0 0 a 0 0 0 4A5-tom 0.550 sw 14,35 21 A2 0 0 0 0 0 0 0 0 4135-2frn 0540 bw 14,09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0,143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 - 2,38 1.51 0 0 0 0 112 112 265 168 L—D 11DO 0,390 n 1018 12.27 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.84 136 232 232 194 408 116 116 97 204 F 22A-tpmi 1.180 30,80 0,00 232 0 0 0 116 15 447 0 6 c) AED excursion 10 21 Envelope lowgain 194 398 1312 741 12 a) Infiltration 0 0 279 101 d) Room \enblaton 0 0 0 0 13 Internal gains: Docupane; @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 194 398 1591 842 Less external load 0 a 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 c) 14 Subtotal 194 39 1591 842 15 Duct bads 10%1 221,'. 20 89 0% 1 2 21N 160 1 89 Total room load 213 4!87 1751 1030 Air required (cfni) 22 0 48 Galculatians a rovad b AGCA to meat all re uiramants cf Manual J 8th Ed. i-- — 2018ai, 18 '7 04,29 Rig1br-S,ue0WjrRvoieaI20',8!M,08RSL i6877 Page 5 kto,-,,TEMPPRINT'\LotO75MadroqaARHG-E.iL,p Calc='AJ8 House faces E i hsoft, Right-JO Worksheet Entire House One Step Cooling and Beating 7225 Sar dseave Court, W "er Park, FL 32792 Prune: (407) 629 - 6920 I-ax: (407) 629 - 9307 Web. mNwOrieStopCoollrxg.com license: CAGO32444 Job: Lot 075 Madrona A RHG w E Date: 12/12,12017 Room name WTH MTOI 2 Exposed %all 7D ft 6.0 it 3 Room height 9.3 ft heatiaaol 9.3 It hea4'000l 4 Room dimensions 1.0 x 109.5 ft 4.5 x 6.0 ft 5 Room area 09.5 tP 27.0 IF T7 Construction U-value Or HTM Area (n Load Area (tv) Load number ( Btuh4t- (Bturrh`F) or perimeter (ft) (Btun) or perimeter (ft) (Btuh) Neat Cool Grass NrF';S Heat Coat Gross N!P5 Neat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 65 61 228 177 56 52 193 150 4A5- 2orn 0 560 ne 14.35 22,14 0 0 0 0 0 0 0 0 485- 2fm 0.5A0 ne 14,09 23 59 4 0 56 94 4 0 56 94 13A- 4<x-s 0,143 se 3,73 2. K 0 0 0 0 0 0 0 0 11 4A_F-tom 0.550 se 74-35 21A2 0 0 0 0 0 0 0 0 G 465-2fm 0.540 se 14.09 24.09 0 0 0 0 0 0 0 0 4135- 21ni 0.540 se 14,09 16,41 0 0 0 0 0 0 0 0 D 11 D0 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 13A- 4= 0,143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0.550 sw 14,35 21.42 0 0 0 0 0 0 0 0 4B5- 2tm 0.540 sw 14.09 20,81 0 0 0 0 0 0 0 0 13A- 4 x 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 G 4A5-tom 0.550 nw 14,35 22.14 0 0 0 0 0 0 0 0 a 4A,5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 P 12G-0ssw 0.091 2,313 1.51 0 0 0 0 0 0 0 0 11DO 0,390 n 10,18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 110 110 91 193 27 27 23 47 F 22A-tpm 1,180 X80 0.00 110 7 216 0 27 6 185 0 6 c) AED exoursion 13 8 Envelope lowgain 591 451 457 284 12 a) Infiltration 135 49 115 42 b) Roam ventilation 0 0 0 0 13 Internal gains Omipants>a 230 0 0 0 0 Appliancasother 0 0 Subtotal ( lines 6 to 13) 720 500 572 325 Less external load 0 0 G 0 Lesstranster 0 0 0 0 Redistribution 0 0 0 14 Subtotal 726 500 572 325 5 Duct loads 10 N 1 22% 73 1121 10 N 22 % 15,9 73 Total roam load 799 612 6K 3% Air rcx cared (cfm) 0 28 0 18 Calculations a roved b ACCA to meet ail re uirements of Manual J 8th Ed. 2018- Jarr181704:29 Rigl- iiSavOrr, UrSversal 20 t 8 18,0,08 RS v16HT Page 6 esktop 1' EMP PRINT1Lo! 075 Madre,,o A RHIG - E r,.p Calc = MJH Mare faces E wrightsoft, Right-J@ Worksheet Job: Lot 075 Madrona A RHG - E Entire House Date: 12/12/2017 By ILFRUMC One Stop Cooling and Heating 7225 Saroscove Court, Wv-v,,r Park, `132792 Pvu,,e, (407'1 629 6920 Fax (407) 629 9307 Wet) wwv()rvStopGooh, g oom l,,oerse GACO 2444 Room name WED GAT i, Ep..d wall 4,0.0 ft 17.5 it 6 Room height 9. ft heaVa,)ol 9.3 ft heat,cool 4 Room dimensions 14.5 x 17.0 It 18,0 x 11,5 it 5 Room area 246.5 t12 2t17.0 ft2 TyOr HTMTyConstructionU-Value Area (Ift"i Load Area ff) Load number (BtuhAF-fl (Btu) or perimeter Btjh) or perimeter it) Binh) Heat Cool Gross NT'lS feet Cool GrossN,,P,,'-, Real Cool 6 1 aA-4ocs 0.143 ne 3,73 2.90 158 128 478 371 0 0 0 0 G 4A5-tam 0,550 ne 14,35 22.14 30 0 431 664 0 0 0 0 4B5-2fm 0 -w ne 14,09 23.59 0 0 0 0 0 0 0 0 V 13A-4co; 0,14s se 3,73 2.90 0 0 0 0 0 0 0 0 1 4A5-2om 0.550 se 14,35 21.42 0 0 a 0 0 0 0 0 4135-2i'm 0.540 se 14D9 24.09 0 0 0 0 0 0 0 0 4135-2fm 0,540 se 14.09 16,41 0 0 0 0 0 0 0 0 D 11DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 13A-flocs 0.143 sw 3.73 2190 79 79 295 2 9 0 0 0 0 4A5-tom 0550 sw 14.35 21.42 0 0 0 0 0 0 0 0 4135-2trn 0.540 sw 14,09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3,73 2.90 135 105 391 304 163 67 249 193 4A5-2om 0.550 nw 14.35 22.14 30 0 431 664 0 0 0 4A5-2omd 0.580 nw 1514 27; 72 0 a 0 0 96 0 1453 2662 P 12C-Osw 0.091 - 2,38 1,51 0 0 0 0 0 0 0 0 L—D 11DO 0.390 n 10J8 12,27 0 0 0 0 0 0 0 0 c 1613-30ad 0.032 0.84 1.76 247 247 206 433 207 207 173 364 F 22A-tpm 1.180 3030 ODD 247 40 1232 0 207 is 539 0 6 c) AED excursion 51 797 Envelope lossgain 3464 2615 2414 4016 12 a) Infiltration 770 278 337 122 1d) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 4617 0 0 Apphancasotner 0 c Subtotal (lines 6 to 13) 42323, 3353 275111 4138 Less external loan 0 0 c 0 Less transfer 0 0 0 0 Redistribution 0 0 8 17 14 Subtotal 4233 3353 2759 4154 15 Duct loads 10% 221 4t27 751 in. 2 930 Total room load 4;!,! 4102 0 7 3037 5085 Air required (cfm) 0 1 00 235 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-jan-18 17,04.29 R,g11-SL4e1,1r-'rvversaI M8 18,0,08 faces RS',16877 Page 7 sktol,)TEMPPRINT\I-otO75Madrork,,ARHG-E.rup Caic=MJ8 ionst, E wrightsoft, Right-JO Worksheet Job: Lot 075 Madrona A RHG - E Entire House Date: 12/12/2017 By, LFRUMC One Stop Cooling and Heating 7225 Saroscove CaxC Winer Park FL32792Phore 407?629-6920 Fax. (407)629-9307 Web AwwOr)eSlopCc)o[ir)q.C.OtT)Lic,-rte GAG'032444 1 Room name BED2 BTI 12 2 Eased wall 36D ft 5,5 it 3 Room height 93 It heaVwol 9.3 It heaVocol 4 Room dimensions 1,0 x 1693 it 1.0 X 57,0 ft 5 Room area 169.3 ftw 57.0 IF Ty Construction U-value 0 HTM Area M) Load Area ff) Load number Btuh(fF-`F) (Btuh/ft') or perimeter ft) Btuh) or perimeter ft) Btuh) Heal Cool Gross NPS Heal Cool Gross N,,PS Heart Cool 6 13A-4ocs t 0,143 Pre 3.73 2.90 79 79 295 229 0 0 0 0 4A5-2om U60 ne 14,35 22J4 0 0 0 0 0 0 0 0 C 4135-2frn 0.544 ne 14,09 23-59 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2A0 0 0 0 0 0 0 0 0 1 G 4A5-2om 0.550 ,;a 14.35 21,42 0 0 0 0 0 0 0 0 4B5-2frn 0,540 se 14D9 24.09 0 0 0 0 0 0 0 0 G 4135-2trn 0.540 se 14.09 16.41 0 0 0 0 0 0 0 0 D 11DO 0,390 se 10,18 12,27 0 0 0 0 0 0 0 0 13A-4ocs 0,143 sw 3.73 2,90 135 120 447 347 51 47 176 137 4A6-2om 0,550 siN 14,35 21,42 15 2 215 321 0 0 0 0 4B5-2fm 0.540 sw 14,09 20,81 0 0 0 0 4 1 56 83 13A-flocs 0,143 nw 3.73 2,90 121 106 395 307 0 0 0 0 4A5-2om 0550 nw 14,35 22.14 15 0 215 332 0 0 0 0 4A5-2ornd 0.5w nw 15.14 27.72 0 0 0 0 0 0 0 0 P 12C-0sw 0,091 - 2,38 1.51 0 0 0 0 0 0 0 0 L--D 11DO 0390 n 1018 1227 0 0 0 0 0 0 0 0 C 16B-30ad U32 U4 1 76 169 169 141 298 57 57 48 100 F 22A-0m 1,180 30.80 0,00 169 36 1109 0 57 6 169 0 6 c) AED excursion 151 24 Envelope loss/gain 2818 1985 449 344 12 a) Infiltration 693 250 106 38 bl Room venblaton 0 0 0 ro 13 Internal gains: CxwpantsL7a 230 1 230 0 0 Apinhanoesbtaer 0 0 Subtotal (lines 6 to 13) 3511 2468 555 382 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 7 8 17 14 Subtotal 3515 2472 56,9 399 151 Duct loads I 10%1 22%1 354 554 10% 22%1 571 89 Total room load 3869 3026 620 488 Air required (clm) 0 40J 0 3 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. fjfA- 20183ar) 18 ', 7 04 :29 Riglit-Sulet', Universal 20', 8 18.0,08 RS,, 16877 Page 8 SklopTEMP PRINT, ot075MaoromAR iG-E.rLip Calc=W8 House tacos: E rightsoft, Right-JO Worksheet Job: Lot 075 Madrona A RHG - E Entire House Date: 12/12/2017 By: LFIRUMC One Stop Cooling and Heating 7225Sa,oscovea)uP,Wv1,er Park, FL 32792 Plyorie (407) 629 - 6920 Fax (407) 629 9307 Web wAxv0rcS1c)p(,,oc,hr)g.corn I-rcer-ise: CAG032444 1 Room name 2 Exposed wall ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft beaticacil 4 Room dimensions 3.5 x 8.0 It 3.5 X 8.0 N 5 Room area 28.0 ft- 28.0) t12 Ty Constructon U-Value a HHM Area ft) Load Area M) Load number (13ful-412) or perimeter ftl Btuh) or perimeter ft) Btun) Heat Cool Gross N,,P S Heat Cool Gross NP/S Heat Cool 6 0.143 ne 373 2,90 r-- o0 0 0 0 0 0 0 0T13A-does 4A5-2om 0.550 no 14.35 22,14 0 0 0 0 0 0 0 0 485-21m 0-540 ne 14.09 28.-59 0 0 0 0 0 0 0 0 N 13A-4ocs 0,143 ,;a 3 73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 14.35 21,42 0 a a 0 0 0 0 0 485-2fm 0.540 se 14.09 24D9 0 0 0 0 0 0 0 0 4135-2fm 0.540 se, 14,09 16.41 0 0 0 0 0 0 0 0 F 11DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 13A-flocs 0,143 sw 3.73 2,90 0 0 0 0 0 0 0 0 G 4A-5-tom 0-550 sw 14-95 21.42 0 0 0 0 0 0 0 0 G 4135-2(nt 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0-143 nw 3,73 2.90 0 0 0 0 0 0 0 0 G 4A5-tom 0.550 nw 14.35 22J4 0 0 0 0 0 0 0 0 G 4A5-2omd 0.580 nw 15.14 27,72 0 0 0 0 0 0 0 0 P. 12C-0sw 0,091 - 238 1.51 0 0 0 0 0 0 0 0L--D 11DO 0.390 n 10,18 12,27 0 0 0 0 0 0 0 0 C 166-30ad 0D32 0.84 1,76 28 28 23 49 28 28 23 49 F 22A-tpm 1180 30.80 0,00 28 0 0 0 28 0 0 0 6 c) AED excursion I Envelope loss/gain 23 48 23 48 12 a) Infiltration 0 0 0 0 b) Roam ventilation 0 0. 0 0 13 Internal gains: 0mituanis(q) 230 0 0 0 0 AplaancesA)ther 0 0 Subtotal (lines 6 to 13) 23 48 23 48 Less external load 0 0 0 0 Less transfer 0 a 0 0 Redistribution 23 48 23 48 14 Subtotal 0 0 0 lu Duct loads 22°F 0 00 C,'l 22', a 0 rTotal room load 0 0 0 0 Air required (cfrn) n 0 0 10 Calculations a raved b AGCAto meet all re uirements of Manual J 8th Ed, 2018-jan- 18 17 04,29 RitI-Sate-,, inversal 2018 18.C-08 RS-11 6877gA155, Page 9 sktop,TEMPPRI'xT,I-otO75MadrorkiARHG-E.iLp Galc=W8 House faces- E Static Pressure and Friction Rate Job: Lot 075MadronaARHG-E wrightsoft, Date: 12/12/2017 Entire House By, LFIRI/MC One Stop Cooling and Heating 7225 Sandscove Cout Winter Park, FL 32792 Plbw-ke: (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOn-StopGoolti-g.com L,werre CAC032444 For: Park Square Homes 3930 Night Heron Drive, Sanford, FL Heating Cooling in H2O) in H2O} External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0,03 0.03 Filter 010 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 27 0 Equivalent length of fittings 100 0 Total length 140 0 Total effective length 140 Heating Cooling i n/1 00ft) i n/I 00ft) Supply Ducts 0,243 >0.18 0,243 > 018 Return Ducts 0,243 > 0.18 0,243 > 0.18 Supply 4X-35, 11 A=20I 11 G=5, 1 A-35, 11 G=5: Total EL=1 00 Return Total EL=O wrightsoft' 201, 8-Jai-,'8 17 04,30 Rig i-q-S,ile(Wwersal 20'8 `80,08RS_16877 Page CCK ...esktor TEMP PRINT.ol 075 Mad rom A RHG - E.rLb Gale-W8 Housefac/es E Duct System Summary Job: Lot 075MadronaARHG-E wrightsoft, Date: 12/12/2017 Entire House By LF/Ri./MC One Stop Cooling and Heating 7225 Sarscove Corrl. Wm!er Park, F1 32792 Pllu,-e 4 G7, 629 - 6920 Pax (407) 629 - 9307 Web wwu0t-*,S1opC0ohrq.com Licerse CAC032444 For: Park Square Homes 3930 Night Heron Drive, Sanford, FL Heating Cooling External static pressure 0,50 in H2O O.50 in H2O Pressure losses OA6 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 034 in H2O Supply/ return available pressure 0170 / 0,170 in H2O 0170 /0170 in H2O Lowest friction rate 0243 in/1 00ft 0,243 in/100ft Actual air flow 0 cfm 1160 cfm Total effective length (TEL) 140 ft Design 1-419 Cig Design Diam H x W Duct Actual Ftg.Eqv Name Btuh) Gfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk BED2 c 3026 0 140 0271 TO Ox 0 Fx 25A 100,0 sti BED3 C 1712 0 79 0,275 0 Ox 0 AFx 23.5 100.0 SO BED4 C 3089 0 143 0.280 7.O Ox 0 A Fx 21.3 100,0 st3 BTH2 C 488 0 23 0,282 4.O Ox 0 AFx 20.5 100.0 SO BTH3 C 470 0 22 0.282 4D Ox 0 VlFx 20A 1 OU st3 DIN C 487 0 22 0.276 4.0 Ox 0 AFx 23.3 100.0 SO LATH C 2542 0 117 0,243 0 Ox 0 IFx 39.8 100.0 st2 LATH -A c 2542 0 117 0285 0 Ox 0 AFx 19.4 100.0 sti KIT c 2389 0 110 0248 6,0 Ox 0 AFx 372 1 OU st2 LDY c 2224 0 103 0,302 6.O Ox 0 A Fx 17.5 95.0 st3 MBED C 4103 0 190 0249 0 OX0 A Fx 36.6 100.0 st2 METH c 612 0 28 0253 4.0 OX0 AFx 34.2 100,0 st2 MT01 c 398 0 18 0,252 4.O OX0 AFx 35.2 100,0 st2 MWIC c 1030 0 48 0,252 4D Ox 0 AFx 35.1 100,0 st2 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm} FR fpm) in) in) Material Trunk st3 PeakAVF 0 267 0280 490 10.0 0 x 0 VinlFix SO PeakAVF 0 381 0,271 699 10.0 0 x 0 VinlFlx st2 PeakAVF 0 512 0243 651 12.0 0 x 0 Vin1Flx wrightsoft'• 2018-jat, 18 17 04,30 R, g1r1-Sj!e(,jrvver&-d 20'8 1 8,G,08 RS'-11 6877 Pagel esktap EMP PRINT\Lol 075 Madrom A RHG - Enp Czdc = MJ8 House faces. E wrightsoft, 2018-jars-18 17 0430 At_ Rig)'o-Sile4 Jriversal 2018 19-0.08 RS:J16877 image 2 oCCk ...esklo[)7EMPPRINT oIO75Madroi.ARHG-E,rLp Calc=WS HC)LfSefaces E BED2 MBED 1OX8 127--li, 10X10 i0xio G AT H 98 01"In 8X4 21 GIM 9" LBB1 10x6 10x6 16x 16 8X4 BTH2 EF1 VTR l 4 EF1VTR 12 12, 16X16 4 MTOI 10X10 8X4 C! M 1OX6 BEDS 1OX6 6" 24 &r, DIN EF1 VTR 72 ctrr, 1' 6 MBTH 8X4 2 ofm 24x18 RA CfM BTU i 23 cl`n 4 1OX6 S'* Rise, EF1 VTR KFF 8X4 10 io 90 7.. 8" MWIC EHI IOX6 1OXIC ctn' 1 OX8 FOY LDRY DV VTR BED4.._ I I GARAGE EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 m 50 CFM Fan EFL2 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Cryer Vent RV = Range Vent Linesel Chase Condensate Thermostat 18,'8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box RMIrtw" Performed by LF/R1 for: Park Square Homes One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www. OneStopCooling.com Scale-, 1 :109 Page 1 Right- SuiteO Universal 2017 17. 0.28 RSU 16202 2017- 00-12 11:20:20 Advantagc m m m DESCRIPTION AS FURNISHED: Lot 75, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida, PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINER OF LOT 7 PALMER'S SUBDIVISION RD 2, PG 41. S 00018'02" E 60, 00 10' FENCE ESMT, f8. 28,69' 28.69' LOT 75 7.50' 13,3 17-0 14.7 7.50' o LANAI IZO PROPOSED RESIDENCE Co 2091 MADRONA A LOT 76 2 CAR GARAGE RIGHT Ci) Q0 COVO. 3.50 3,0'x4.0", H 5.31ENTRY AC 6P 7,50' CA to construct single family home with setbacks and impervious area shown on plan, C 3. LA 'I , EV in'Te , a-K`t k Ma foyti:, - A , SETBACKS AS FURNISHED FRONT - 25'(') REAR = 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' v7, ENTRY 7 43. 25' N TE: NaCURVE OTE0PLAT IER PLAT D= 33'5023 19. 3' 7, 50 16, 4WALK _C RIVE 25. 92' 10' UTIL. ESMT R= 61. 00JVICHT CALL) L= 36.03' C=35. 51' CB=S 17'12'09" E 25, 20' J . __ 5' CONC S1W S 00' 16'57" E 15,67' HER ON DR-1, VA-1 50' PRIVATE R/W ) PLOT PLAN AREA CALCULATIONS LOT AREA 7,293 ± SQUARE FEET PLOT PLAN ONLY NOT A SURVEY QPQzN:D = FINISHED SPOT GRADE ELEVATIONS FLATWORK ONIOFF LOT = TOTAL :k SQUARE FEET FLATWORK PER DRAINAGEPLANSDRIVEPROPOSED DRAINAGE FLOW 1 WALKS 4051 111= 516 _± SQUARE FEET 671252- 319 1 SQUARE FEET FOUNDATION/PAD 2,484 ± SQUARE FEET L07 GRADING TYPE A MOD REAR PATIO 136 -t SQUARE FFE, Soo 4, 1241 190 - 4,314 t SQUARE FEET PROPOSED FRONTPORCH DECK 64 SQUARE FEE-1 POOL BECK NIA t SQUARE FEET F.F. PER PLANS = 2Z4' NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT NOT FICLO VERIFIED CRUSEiVJI[ErER - SCOTT 7 / I ORS ASSOC, INC -- L4yVD LEGEND - LEGEND - A e PLAT P DIL, - POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD T'W - TYPICAL I.F. _ IRON PIPE PRE POINT OF REVERSE CURVATURE IF IRON ROD RICE POINT OF COMPOUND CURVATURE NOTES., 1, THE UNDERSIGNED )DES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACnCE SET FORTH BY THE FLORIDA BOARD or C CONCRETE MONUMENT RAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT R9 SECTION 472.027, FLORIDA STATUES SIM, SETI-R, - I/21 I.R. /RLB 4596 NR. NON -RADIAL Z UNLESS EMBOBSFE` WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID, REC. oRECOVEREDW.P. WITNESS POINT P.O. B. POINTT 0 BEGINNING CALL. CALCULATED 3 T741S SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHER TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS OR N OF ENT KILN, PERMANENT REFERENCE MONUMENT F COMMENCEMENTFF. OR EASEMENTS THAT AFFECT THIS PROPERTY, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE OWN, SF. SHFEINISHEDFLOORC1,EVATION N&D NAIL & DMK MU BUILDING SETBACK UNE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUM) UPON BY ANY OTHER ENTITY. R/W RIGHT -WAY ILM BENCHMARK 6. DIMENSIONS SHOWN FOR IRS LOCAPON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, ESML, EASEMENTB.H. BADE REAPING DRAIN DRAINAGE 7, BEARINGS, ME BASED ASSUMED DATUM Alit) ON THE UNE SHOWN AS BASE HEARING (B,B) OTIL, •UTILITY ELEVATIONS, IF SHOWN, ARE EASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CL CHAIN LINK FENCE LF"SWOODFCNCCITCERTIFICATE OF AU]NORROITION N.. 4596, C/ B nCONCRETE BLOCK F.C. OINT OF CURVATURE P. 1: POINT T OFTANGEWY DEDESCRIPTION SCALE I--- I' - 20' RAW, DATE CERTIFIED BY, F ORDER Na_ R RADIUS L ARE LENGTH PLOT PLAN 1-15-16 304-18 D R DELTA C u CHORD C.B. CHORD BEARING THIS BUILOING\ PROPERTY DOES NOT UE V THE ESTABLISHED 100 YEAR FLOOD _T1111 PLANE ASPER4714ZONE MAP j 12117CO090 F (09-26-07) W SO NL,S # 4801 0 U Filename: PARK SQ YIADRONA.rrr Lighting and Small Appliance/Laundry Circuits 2 Floor Area SmAppNo LaundNo Line Neutral Lighting Summary Standard 6,463 6,463 Optional 12,894 6,463 Ranges & Ovens R.ange No. No? Nameplate Line Neutral 8000 0 0 3 0 0 ange/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Tine Neutral 1 5000 0 3 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 heating and Cooling: actual Number = 1 ame M? Ph No Amps Volts VA HP Line Neutral M 1 1 22.0 240 5,280 0M112.0 240 480 01M115.0 240 1,200 01 :1 1 1 22 240 1. mat/Cool Summary Standard 5,280 12,240 0 Optional. 12,240 0 0 xed Appliances; Actual Number _ 6 dame - m- M? Ph No Amps Volts VA HP Line Neutral ZSP 1 1 120 600 600 600 r'SH 1 -1 120 i-200 CRO 1 1,200 i_, 200 1. 120 1.200 WATER HEATER. 1 1_ 18.5 240 1,200 1,200 P`1 POOL 1 1 10 240 4,440 0 P`I' POOL HEAT l 1 31 240 2,400 0 ixed Appliance Summary Standard 7,440 12 960 0 2t - , .a U Otherher App_iaz ces: .Actual Number = 0 Optional, 17,280 2,250 me Mr TP. Lam' Amps Volts VA HP Hine Neutral Other Appliance Summary Standard 0 0 Optional 0 0 35 Q Of Max Motor. y_r s Std Only; Neutral for Both 11aaimum Phase Amps Volts c 12 rk 22 240 Heat/Cool Phase Amp: Volts 22 240 Fixed Appl, Phase Amps Volts 1 0 Other Apple Phase Amps Volts 0 Max Motor Summary Standard only 1,320 0 SUMMARY Standard Line Total Total _ 44,383 16,693 Maximum Amperage = 185 70 Service Voltage = 240 Service Pease ., 1 Optional Line Neutral ---------- Total Total _ 35,510 1.6,693 Maximum Amperage = 148 70 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A—C / Tray MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P2091AC Model" MADRON Rl'_' ... P74M Y CLG Lot/Block: 75 Subdivision,- WYNDHAM PRESERVE 60' Address: 3930 night heron dr. City: SANFORD State: FLORIDA 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 2020 8,1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N1 A psi' This package includes 49 individual, 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. 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 dra-vmg(s) referenced above have been prepared by MiTek USA, Inc. Under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. 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 ANSkTPl 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 property incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. P M, WR J t STATE OF 0 % A, X "Ilb31Z v W, Wek USA, Inc, Ru C f! 6634 5904 Parke Eas, Mvd, Tampa FL 3361, 0 Date: JanUar-, 15.2018 Albani. Thomas 1 of 2 Site Information* Customer Info-, PARK SQUARE HMS P P2091AC Model: MADRONA2OA1-AorC/TRAY CbG Lot/Block: 75 Subdivision: VVYNDHAMPRESERVE GQ' Address: 3930 night heron dr. 3ob Tioss ------ ITruss Type -- Qty IPly 1 Park So Hm/ 2091 Madrona A_C / Tray itT12955005 4P2091AC At COMMON 5 1 1 —`_of Refgrpnc,eCopttonal__...---.._...------------ Mid -Florida Lumber Bartow, FL. 8,130 s Sep 15 2017 MiTeK Industries. Inc. Mon Jan 15 07.34.57 2018 Page 1 ID WjDyiuZDwOdi2xygntYl3zgvcy-ARy3QWtLm?oSOSw,AOvexBgxFEUnbKiQMe2Yo7YzvNy 7-10-5 t 3 .. _. 22-6- 29 8 3 _ 37 1 11 A.i-0 0 4---0' i-O-6 7-10-5 7 3-13 7-3-13 7 3-13 7 s-13 i-10-5 1-0-0 Scale = 1 84.1 5x5 -.:.- 6 0o , 2 6 18 1I 16 19 15 -in14 13 12 3x6 -- 2 `x4 it 4x6 _ 3x8 =- 3x4 = 1 Sx4 II 3x6 -- 3x4 -= 4x6 = I LOADING (psf SPACING- 2-0-0 CSL LJEFL. in (!oc) Ildef Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Verpl-Li -0.25 14-15 1999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.50 14-15 -999 180 BCLL 0.0 Rep Stress Incr YES WE; 0.54 Horz(CT) 0.18 10 nia n!a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 249 lb FT - 20 f LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 1-4.8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. BOT CHORD 2x4 SP No.1 `Except` WEBS 1 Row at midpt 6-15, 7-15, 9-14, 5-15, 3-16 13-17 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1860/0-8-0.10=1860/0-8-0 Max Herz 2=225(LC 11) Max Uplift 2=-336(LC 12), 10=-336(LC 12) FORCES. (to) - Max. ComplMax. Ten_ - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-34821965, 3-5=-2799/854, 5-6=-21341750, 6-7=-2134/750, 7-9=2799/854, 9-10=-34821965 BOT CHORD 2-18=746/ 3096, 16-18-746/3096, 15-16=- 513/2492, 14-15=-523/2416, 12-1 4=-75113037, 10-12--751/3037 WEBS 6-15=-437f1433.7-15=-9381339,7-14=-79/550.9-14=- 709?265,9-12= 0f321, 5-15=-938/339. 5-16=-791550. 3-16=-7091265. 3-18=0/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult= 140mph (3-second grit) Vasd=108mph: TCDL- 4.2psf' BCDL=3. Opsf, h=15ft, B=45ft; L=24ft. eave=6ft' Cat. 11, Exp B, Encl., GCpi-0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 22-6-0, Extenor(2) 22-6-0 to 25-6-0 zone;C-C for members and forces & 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 nonconcument with any other live loads. 4) ` 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, with BCDL = 10.0psr 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=336-10=336, Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify, evento parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev, 1010312015 BEFORE USE. Design valid for use only with M,Tekrw connectors. This design is based only upon parameters shownand is for an ndividual building componentnot a truss system. Before use, the building designer most very the applicability of design parameters and property incorporate tan, design the the overall tsviding design_ Bracing indicated is to prevent buckling of individual truss web andior chord members only Additional temporary and derma€terl tracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 10.1 fabncithon. storagedelivery. erectror, and bracing of trusses and truss systems, see ANS1IT1ol1 Quality Criteria, DSB•&9 and BCSIBuilding Component 69II4 Parke East Blvd - Safety Information available from Truss Plate Institute. 218 N_ tee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job'Truss Ttoss Type Qty iPly Park Sq find" 2091 Madrona A—C / Tray i 112955006 1P2091AC-F A2 jHIP 2 Refeoenqe_qpTrcinq1I)____, Mid-Flanda Lumber, Bar -tow, FL, 8,130 s Sep 15 2017 MiTek Industries, Inc, Mon Jan 15 07 34 58 2018 Page I In NDyiuZDwOdl2xygntY[3zgvcy-edVRestzX,)wJOcVxycgAkuUQju5f36bVtilMg_zvAjx 14-2-3 21-0-0 24-0-0 30-9-13 37-7-11 45-0-0 46-09 1-0-0 7-4-5 6-9-13 6-9-13 3-0-0 6-9-13 6-9-13 7-4-5 Scale = 1.7866 SX8 5x5 6 7 27 18 17 16 15 a. 14 13 3x6 3.6 = 1.5.4 II 6x6 = 3.4 = 3X8 = 6x6 = 1 5X4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loci Irdef] Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,86 Verl(LL) 0-25 16-17 1999 240 i MT20 2441190 TCDL 10,0 Lumber DOL 1.25 BC O.96 Vert(CT) 0.54 16-17 1999 180 1 BCLL 0-0 Rep Stress Incr YES WB 0,74 Horz(CT) 0.20 11 n1a n1a I BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2= 186010-8-0, 11 = 1860/0-8-0 Max Horz 2=239(LC 11) Max Uplift 2=-336(LC 12), 11 =-336(LC 12) FORCES, (11b) -Max, Comp. /Max. Ten. -All forces 250 (i1b) or less except when shown. TOR CHORD 2-3=-3503/1071, 3-5=-2890/961. 5-6=-2242/854, 6-7=-1923/824, 7-8=-2244/855, 8- 10=-2889/961, 10-11=-3504/1071 BOT CHORD 2-18=-845,13143, 17-18-845/3143, 16-17=-643/2572, 15-16=-390111946 14-15=-647/2492, 13- 14=-849/3061, 11-13-849/3061 Vi 3-18=0,'287 3-17=-643/258, 5-17=-791529, 5-16=-912/366, 6-16--231f764, 7- 15=-253/726, 8-15=-908/365 8-14=-781/526, 10-1464411259, 10-13=0/288 Weight 273 Is FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 ore bracing- 1 Row at midpt 5-16, 6-15, 8-15 NOTES- 11 Unbalanced roof live loads have been considered for this design, 2) Wind ASCE 7-10: Vult=140ndph (3-second gust) Vas&108mph. TCDL=4.2psf, BCDL=3.Opsf. h=15ft, B=45ft, L=45ft, eave=61H, Cat. 11 Exp 6, Encl_ GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-6-0. Intenor(l) 3-6-0 to 21-0-0, Exlenor(2) 21-0-0 to 24-0- 0, Interar(l) 30-4-6 to 46-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1, 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.O pat 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Ot=lb) 2=336 11=336. I tm 1 6' 112Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A '&WARNING - V.0tygeemn mi,eireeties and READ NO TES ON THIS AND INCLUDED A41TEK REFERENCE PAGE 1011-7473 rev. 1010312015 BEFORE USE - Design valid for use only with NnTokyr, connectors- This des,gum based only up., p—midais shown and is for art individual buil6og component- no! a in", system. Before use the, Wilding designer M-1 -11ty the aprelloalLAlly of design e.-fteed, and properly incorporate this design into ine overall building design Brad indicated is to prevent buckling of individual linfas web and/or chord mounbear only. Additional lomponahv and permanent g,.Ghhg is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding life. NoRr fabhoalionr storage diflivery, udis erection andbracingoflsesandtruss systems, see ANlIrTPII Quality Criteria, arDSB-89and BCSI Building Component 6904 Parke East Blvd Sapay Infordi available from Truss Plate lusenthe 218 N Lee Street Suite 312 Alexandra. Vv, 22314 i Tampa FL 36610 Job (Truss :Truss Type :cry 'Ply t Park Sul Hurt" 2091 Madrona A_C?Tray T12955007 iP2091AC-T iA3 'HIP 12 !, 1 fRprnee pponal Mid-Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:34:59 2018 Page 1 I D:Wj DyluZDwOd 12xygntYl3zgvcy-6p3prB ubic2Aetn47VKg P F 151 dOl Q UoeJf5M 1 vC RzvAjw I--------i.—.. - t---_.._._..... t—--- t-- - 1 _45-Q-C Ali-i,-a12.10-3 19 v-0 26-0-C 3 - 1-.3 38 3-1 — ----- -- - f-odr 6-8-5 6-1-13 6-1-13 7-0-0 6-1-13 6-t 13 6-8-5 " 0-fi Scale = 1 78.1 5x5 = 5x8 6 27 28 7 vid Io 31 11 or 16 ao 15 3x4 = 3.8 MT18HS — 3x8 = 3x4 _ 3x8 MTI8HS — 3,4 = 3x6 — 3xes = LOADING (pst)SPACING- 2-0-0 CSI. DEFL, in (toe) Itdefl LId TCLL 20.0 Plate Grip DOL 1-25 TC 0.73 Verf(LL) 0-36 16-18 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.98 VertfCT) 0,67 13-15 800 180 BCLL 0.0 Rep Stress ]nor YES VVB 0.32 Horz(CT) 0,18 11 Fla n,/a BCDL 10-0 Code FBC20171TP12014 Matrix -MS LUMBER> TOP CHORD 2x4 SP No.2 "Except 6-7. 2x4 SP No.1 BOT CHORD 2x4 SP No, I 'Except 14-17 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. Obtsizel 11=186010-8-0, 2=1860t0-8-0 Max Horz 2=-192( 1_C 10) Max Uplift 11=-336( LC 12), 2=-336(LC 12) Max Grav 11=1864( LC 18), 2=1860(LC 1) PLATES GRIP MT20 244t190 MT18HS 244/ 190 Weight 248 to FT = 20 f BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WE6S 1 Row at nri 5-16, 7-16, 8-15 FORCES. (to) - Max. Comp./ Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 352711058, 3-5--3285l1022, 5-6=-24371870, 6-7=-2133184Q, 7-8=-2453t870, 8-1 O=-330011022, 10-11=-3543F 1058 BOT CHORD 2-'18=--85313234. 16-18= 669,`2721, 15-16=-46112170, 13-15=67712593, 11-13=-85213104 WEBS 3-18=-3801211, 5-18=-108,/609, 5-16=-751/314, 6-16=-184f743, 7-15=-178,821, 8-15=- 751(314, 8-13=-1081608,10-13=-3801211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL= 4-2psf: BCDL-3.Opsf, h=15ft. B=45ft, L=24ft, eave=6ft, Cat. 11, Exp B. Encl., GCpi=0.18. MVVFRS (directional) and C-C Extenor(2)-1-0-0 to 2-0-0, Interior(1) 2- 0-0 to 19-0-0. Extenor(2) 19-0-0 to 30-2-15, Interior(1) 30-2-15 to 46-0-0 zone,C-C for members and forces & MWFRO for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 51 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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. with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 11 = 336, 2=336- Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 10103l2015 BEFORE USE. Design valid fo, use only with MTek(@ connectors- This des gn Is based only upon parameters crown one is for an individual building componentnot a truss ,vstem- Before uso. the buiidmg designer must verity the applicability of design parameters and properly incoiporale this design Into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary find permanent bracing , is always required for stability and to prevent wilapse with possible personal injury and drapery damage- For general guidance regarding the fabrication, storage- deliveryerection and pricing of trusses and truss systems. see ANSIITPi1 Quality Criteria, DSB-SS and SCSI Building Component 6904 parka East Blvd - Safety Information available iroln Times Plate Institute, 2118.N. Lee Street. Suite 312, Atexandna, VA 22314- Tampa, FL 36610 Job .'Truss Truss Type Cry IPly Park Sq Hrn/ 2091 pladrona A_C / Tray T92955608 iP2091AG-T R4 HIP 12 Mid -Florida Lumber, Bartow. FL, 8,130 s Sep 15 2017 MiTek Industries.. Ise Mon Jan 15 07.35:01 2018 Page 1 ID W1DyiuZDwOdI2xygntYl3zgvcy-3CBaGnvrpElut3DWdljtMVV6Or56HGRvxZgWoFiJzvFyu 11-63 7 0 0 2-6-0 28-0 0 1.-5=1 i 3811-11 45-0-0 4 -0-r, 1-0- 1) 6-0-5 5 5 13 5-5- 3 5-6-0 5-6-0 55-13 5-5-13 6-0-5 1-0- Scale = 1 78. 7 5x8 1Sx4 . 5x& _ - 6 29 7 30 8 i 7 13 0 20 333419 18 35 17 36 16 15 37 38 14 3.4 = 4x6 = 3,,4, = 3x8 = 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = Plate_Offsets ( X, Y}- [6 6-6-0 0 2 81_L _0 6 0w0 -£---- -- LOADING fpsf) SPACING- 2-0-0 CSL DEFL. in (too) Wed Ltd PLATES GRIP TOLL 20 0 Plate Grip DOL 1.25 TO 0 54 ( Vert(LL) -0.27 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.90 Vert(CT) -0.54 14-16 >995 180 BCLL 0.0 Rep Stress incr YES UVB 0.83 Horz(CT) 0,18 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix MS Weight- 262 Ib FT = 201% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc puriins. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. 15-19 2x4 SP No.2 WEBS 1 Row at midpt 7-17 WEBS 2x4 SP No.3 REACTIONS, (lb/size) 12=1860/0-8-0, 2=186010-8-0 Max Harz 2=-1 73( LC 10) Max Uplift 12=-336(1_ C 12), 2=-336(LC 12) FORCES. db) -Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-3563 1085, 3-5=-3350/1054. 5-6=-26151919. 6-7--2409/918, 7-8=-2409/918. 8-9=-2615,1919.9-11=-3350/1054. 11-12=-3563/1085 60T CHORD 2-20=883/3257. 18-20=- 724/2816, 17-18=-524/2365, 16-17=-53212289, 14-16=-732/2687, 12-14=-892t3128 WEBS 3-20=-3311186, 5- 20=-94.;i519, 5-18=-665/291, 6-18=-166/725, 6-17-122t426, 7-17=-372,1193, 5-17=-122/426, 8-16=-166f725, 9-16=-665/291, 9-14---94/519, 11-14=-331/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind ASCE 7-10. Vult=140mph (3- second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf. h=15ft. B=4511. L=2411; eave=6ft, Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS ( directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interor(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 32-2-15, Intenor(1) 32-2-15 to 46-0-0 zone,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, will) BCDL = I O,Opsf. 6j Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=336-2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vert1y design Pe tern and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev, 10103!2015 BEFORE USE. Desigh V810 for use Only wtn M e x., conneclom This des gn is eased only upor parameters shown. and is for an indtooual b ildi 9 componentnot a truss system. Be a e use the build rig designer must verity the appii"o ft} of design panamerera and properly incorporate this design into the overall boildi g deagn- B a g indicated is to prevent buckling of tdv id-1 inrss web a d,m chord members only. Additonal temporary and permanent bracing is always recurred fo- stability and to o,evem collapse with possible personal injury and property damage- for yenera! guidance regarding the get famrican" storage, delivery. erecllon and braang of misses and truss systems- se® ANSUTPH Quality Craerta, DSB-89 and Bost Building Component 6004 Parke East Bud Safety Information available from Trues Plate Instmie, 218 N. Lee Street Suite 312- Alexandria- b=A 22314- Tampa. FL 36610 Job :Truss ...Truss Type Qty ;Ply Park Sq Hmi 2091 Manifold A_C t Tray '.. T12955009 1P2091AC-T IA5 HIP 12 1 L-- — ---- ---------- R fer _ o t—alJonP-- _ ___ -------- -- ------- -- Mid-Flonda Lumber, Bartow, FL, 8,130 s Sep 15 2017 MiTek industries, Inc. Mon Jan 15 07,35:03 2018 Page 1 In Wj DyiuZDwOd l2xygntYl3zgvcy-?b,lKhZx6 LrYb6NN uk91LRxBEgvnmk PVVCO_ ?7LCzvAj s q _0_ , --.g 15-G-0 - 22-6-0 30 0-0 ; 3. `.?2 k 0.0—_4-y'1 1-9-G 7-7-8 7-4-8 ,-&-fi - 7-6-C- 7-2-12 9-4 Scale = 1 78,7 6 5x8 _ QO {12 1.5x4 II 5x6 = 5 27 28 6 29 30 7 YI 18 is ,6 ao 15 r4 14 " 12 1.5x4 3x4 _ 3x8 = 4x6 = 1-5x4 it 3x6 = 4x6 = 3x4 = LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in (loci kdefl Lid TCLL 20.0 Prate Grip DOL 25 TC 0.97 Vert(LL) 0,26 14-15 999 240 TGDL 10.0 Lumber DOL 1.25 BC 0.96 Veb(CT) 0 52 14-15 999 180 BCLL 0.0 Rep Stress Tor YES WB 0.57 Horz(CT) 0.20 10 nta ma BCDL 10.0 Code FBC2017/TP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.1 *Except* 5-7 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS, (lb/size) 10=1860/0-8-0.2=186OiO-8-0 Max Harz 2=153(LC 11) Max Uplift 10--336(1_C 12), 2=-336(LC 121 PLATES GRIP MT20 2441190 Weight- 240 to FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at mapt 3-16, 9-14 FORCES. (Ib) -Max. Comp./Max, Ten. -All forces 250 (1b) or less except when shown. TOP CHORD 2-3=3502/1093. 3-5=-27961952. 5-6=-2732/1012, 6-7=-273211012, 7-9=-2794/951 9-10=-3492t1090 BOT CHORD 2-18=-87913080, 16-18=-879/3080, 15-16=-602/2445. 14-15=-61112409, 12-14=-883/3050, 10-12=-883t3050 WEBS 3-18=0f314, 3-16=- 744t313, 5-16=- 97?563, 5-15=-172/607, 6-15=-512/259, 7-15=-1731607. 7-14=-101 /568. 9-14=- 7391310. 9-12=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf. h=15ft; B=45ft, L=24ft. eave=6ft, Cat. II. Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 15-0-0, Extenor(2) 15-0-0 to 34-2-15, Interfor(1_) 34-2-15 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending- 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 20.4psf 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except 01=1b) 10=336.2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Varity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mir-7477 rev. 10103/2dfb BEFORE USE. Design valid for use only with M1Tekyr connectors. This design is based only upon parameters showh. and is for an and wdaal building componentnot ru a tss _,Obom- Before use . the Wiping designer must veritytheapplicability of design parameters and properly incorporate this design into the overall build g desegn- Brad ng rndreated Is io prevent bucktrng of,ndrodLuild—swet, andlor chord members only Additional iemporary and pemtanent bracing s is always required for stability and to prevent collapse with possible personal injury and property damage. For general gu dance regarding the F fabncanonstorage, deliveryerection and bracing of Uusses and truss systems. see ANSUTPH QualityCriteria, OSB-89 and BCS1 Building Component ; 6 P T9.m . FL East Blvd. Safety Information available frorr TrussPlateinstitute. 218 N. Lae Street. Suite 3i2- Aiexandr.a. VA 22314_ Tampa. FL 36Etp Job iTruss iTruss Type ;C y Ply Park So Hm; 2091 Madrona A_C `Tray T12955010 P2091Au- T IA6A HIP 11 1 I Referencef4 p9ftgf ....... Mid - Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35,04 2018 Page 1 ID NDyiuZD vOdl2xygntYl3zgvcy-Tntiuvyk69gSkXy5ltGa_9kvwJDeTIROFeigtezvAjr t3- v-0 19-4-9 25 7-" _--.--' 32-0-v _ 38 2 12 4 -0-0 46-G-0 1- 0-0 6-11-4 6-2-12 6-4-9 C-2-13 6-4-9 6-2-12 6-9-4 1-0-0 Sale = 1 77 4 M1 0 5X7 5x5 4 29 36 31 5 1 . 5x4 l 5x7 = 6 32 31 34 7 2C 19 1b 3f 17 36 16 13 11 3x5 -- 1. 5xl 3x6 = 3,4 = 3x8 -- 15 39 143x4 = 12 3x5 — 3x4 == 3e6 _ 1- 5x4 II v u^ g 4i 2 2— 0-__3 C ,- t - 6-9-4 Prof. (lHcrate / X Y1® [d0_5_d. Il_'}_Rl rF0_?_R !1_2_d1 t7f1_r_d (L?_Rl - I LOAD[NG (psi) SPACING- 2-30 CSI. DEFL. in (lac) I/deft L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.09 16-17 999 240 TCDL 10,0 Lumbar DOL 1,25 BC 0.60 Vert(CT} 0.19 16 1 7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0,97 Ho1z(CT) 0.05 15 nra ma BCDL 10.0 Code FBC2017IIP12014 Matnx-MS PLATES GRIP MT20 244/ 190 Weight 248 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No. 3 WEBS 1 Row at micipt 4-17, 5-16 REACTIONS, All bearings 0- 8-0 except (jt=length) 13=11-3-0, 15=0-3-8, 12=0-3-8, tb)- Max Hatt 2= 134(LC 11) Max Uplift All uplift 100 Ito or less at joints) 9 except 2=-203(1 C 12), 13=-258(LC 12), 15=-143(LC 12) Max Gray All reactions 250 Ila or less at joints) 12 except 2=1076(LC 21), 13=1512(1_C 11, 9=320(LC 22), 15=863(LC 17) FORCES- (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 2-3=- 18171571, 3-4=-1206/447, 4-5=-754/364, 7-8=-1311727, 8-9=-140/284 BOT CHORD 2-20=-42111599. 19-20=-421/1599, 17-19=-177/1051, 16-17=-80/762. 15-16=-611/338. 13-15=-611/338 - WEBS 3-20=0/282, 3-19=-646/278, 4-19=-87/468, 4-17=-397/138, 5-17=-79t545, 5-16=-1196/371, 6-16=-399/210., 7-16=-237/742, 7-13=-1162/414, 8- 13--651/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vult= 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf. BCDL=3. Opsf, h=15ft. 13=45ft: L=24ft. eave=6ft, Cat. IF Exp 6, Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Internor(1) 2-0-0 to 13-0-0, Exteror(2) 13-0-0 to 36-2-15. Intenor(1) 36-2-15 to 46-0-0 zone;GC for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 41 This truss has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 5i 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9 except Qt=1b) 2=203.13=258.15=143. 1 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WA RN7NG Ver7ty design paea stars and READ NOTES ON THIS AND tNCLURED hill TEE REFERENCE PA GE 1411-7473 rev. 10107/2015 BEFORE USE. Design and for use only wish Mi iekt4 connectors. This design is based only upon parameters shown and is for an individual building component. not a truss System Before usethe building designa rnred venty the applicability of design pa'a meters and. property incorporate this desgr into the overall Fculld;ng design Bra—C. indicated is to meven. buckhng of individual truss wdb andtor opera members only Additional emporay and permanent bracing is alwa _ required io stability and to prevent collapse with passibie personal mtury and property damage. For genei at guidance regarding the ., fabrication. storage deliveryereelion and bracing of trusses and tnrss systems. see ANSIiTPl1 Quality Criteria, D56-89 and Best Building Component 6904 Parke East 1a d- Safety Information available from Truas Plate Institute. 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa, FL 36610 Job Truss 1Truss Type------- i Cry !Ply Park Sol HIT/ 2091 Madrona A-C / Tray T12955011 2091AC-T A6T SPECIAL Lib net e bots EiipjjqtL____ - - - - Mid -Florida Lumber, Bartow, FL. 8130 a Sep 15 2017 MiTek Industnes, Inc. Mon Jan 15 07,35:05 2018 Page 1 ID NDyiuZDwOdi2xygntYl3zgvcy-xzQ46FZMtSOJMhXHsanpWTAHfxiT-CJtXUIUD04zvNq 8-8-9 24-3-6 32-0-0 111,8 3 7 - 11 1 4 4 - 8 45-0-0 7-8-10 0-11-8 5-0-3 4-4-13 2-7-81-0-0 6-9-4 6-2-12 5-8-9 5-6-13 ale z 1 78 1 5X8 - 1 5.4 3x6 = 3y8 = 2X4 it 5x5 3334 35 5 6 7 'ya 37 , 9 23 22 11 20 19 18 17 1,5X4 `xr13 3X6 1 5full !,I 3x4 3X6 -- 3X8 5.5 2,4 1! 1.5x4 2X4 4,6 I 5s4 3XA UpQ=f-11-11 4--6-1 A-4- Plate Offsets iXn=,_,_j4_0&-0Q-2-Bjj9 0,27 0-2-41 -3-0 .0-3-4j 1110-4- 1 0_1 2 LOADING (psi) SPACING- 2-0-0 CS1, TOLL 20.0 Plate Grip DOL 25 TC 0.66 TCDL 10.0 Lumber DOL 1,25 BC 0,98 BCLL 0.0 Rep Stress Incr YES We 0.58 ECDL 10.0 Code FBC2017.'TP12014 Matrix -MS LUMBER - TOR CHORD 2x4 SP No.2 *Except' 10-12, 2x6 ED DSS SOT CHORE) 2x4 Sid No.2 *Except* 17-24,8-18 2x4 SP hlo.3, 11-16. 2x4 SP NOT D WEBS 2x4 SP No,3 REACTIONS. (Iff/size) 2=1866/0-8-0, 12=1830/0-8-0 Max Herz 2=1 48(LC 11) Max Uplift 2=-328(LC 12), 12=286(1_C 12) 12 DEFL, in lee) I/defl LJd PLATES GRIP Verf(LL) -0.28 17 >999 240 MT20 2441190 Vert(CT) -0,60 17 >889 180 Horz(CT) 0.31 12 n/a n/a Weight 552 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-3 Do purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2-2-0 oc bracing 11-14, 10-0-0 oc bracing, 16-18 FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3549/1 115, 3-4=-2959/997 4-5=-3045/1082, 5-7--3045111082, 7-8=-3296/1107, 8-9=-3306!11089-10=-37471'119& 10-11=-45741'1400, 11-12=-1065/360 BOT CHORD 2-23=-932/3109. 22-23=-93213109, 20-22=-693/2570. 19-20=-83313115, 15-16=-780,'3009, 14-15=-1244/4272, 11-14=-1243/4279, 16-18=0/254, 8-16=-266/144, 11-13=-122/4 16 WEBS 3-23=0/ 272, 3-22®-632/274, 4-22=-94,1475, 10-14=-20/269, 9-16=-247/918, 9-15=-231,1752. 10-15=-1226/468. 5-20=-3601192. 7-19=-444/176 4-20=-2371832, 16-19=-784/3020, 7-16=-31/306 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, Bottom chords connected as follows 2x4 - 1 row at 0-9-0 OCr Webs connected as follows 2x4 - 1 row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7- 10, Vult=140rniph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, lr=15ftr B=45ft, L=45ft, eave=5ft, Cal. 11. Exp B, Encl., GCpi=0,18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-5-10, Imenor(l) 3-5-10 to 13-0-0, Exlerror(2) 13-0-0 to 36-5-10. Interior(l) 36-5-10 to 44-8-1 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads, 7) * 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, with BCDL = 1QOpsf 8) Bearing at joint( s) 12 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 Ild uplift at jointts) except (jl=lb) 2=328.12=286. WARNING - Varry design betrothal— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1f-7473 rev. 1010312015 BEFORE USE, Design valid to, use only with MiTmx' connectors This design is based only upon pwar-baors siteran and is for an individual building component not tnus—yar— Hamm, use, ine b.fl,fing designer must vents, the, applicability of design donametenand property incorporate this d—gr hr, the overall buIding0fe,gri, 0 r chord mamba,, only Additional temporaryand permanent bracing is always required for stability and to prevent collapse wait possible personal injury and properly damage. Fof gonei al guidance regarding the fabrication storage delivery erection and IT —rig of trusses and truss Systems See ANSVTPI1 Quality Criteria, DSB49 and Boat Building Component Safety information 8vsrumjr from Truss Plato instance 218 N. Lee Street Suds 312 Ak,zcindro VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 ro,Ke East Blvd Tampa FL 36610, Job Truss iTrdss Type Qty Fly Park Sq Hm12091 Madrona A_C f Tray T12955012 E'2091A6-T A7A iHIP 1 1 i L__-.----...---------._. .___._ .. ----------------- -L--------------------- --_.__..-- J.-...-------- `---- 1_,!ob Refefprtce_L pnaa--_.--- __ Mid -Florida Lumber, Bartow. FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35:06 2018 Page 1 ID:WjDyiuZDwOdl2xygntYl3zgvcy-PA ',Jbz emwAzi,6TQ1123apoT6tExkQhlyEnyXzvAjp 11 0 o 18H 9 26-3-7 34-0-0 - 3 t<^ 45 0-0 4 G 1 -, 0-6 7-10 4 3-1-12 7-8-9 7-6-13 7-8-9 3-1-12 7107 4 1-o-O Seale = 1:77 5 5x7 -= 3x4 = 3xCi == 1 5.4 1i 5x7 o nn i T_ 4 28 29 30 5 6 7 31 32 33 8 I o a; l 0 19 18 I .••• ib ,,. rs rr Jc. 13 12 3x.. 3x5 3x5 1, 5s4 !( 3x4 = 3x4 = 3x8 = 3x6 T 3x4 = 1.5x4 I) = I-_ ___ 11.5 9_ __ __—.-.__— _-1 d_9__—_— _ _ 2 9 - 2G 1 . -___._ t7 1 G a r 11- —'_ 1 s- — _ ---- ........ LOADING ( psf) I SPACING- 2-a-0 CSL DEFL. In (loc) ildefl L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0,81 Vert(LL) 0,11 19-22 999 240 TCDL 10.0 Lumber DOL 1.25 i BC 0,72 Vert(CT) 0.26 19-22 999 180 BCLL 0.0 Rep Stress Incr YES WB 0-68 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017,'TP12014 Matrix -MS PLATES GRIP MT20 244/190 Weight 238lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-16, 5-15, 8-15 REACTIONS- All bearings 0-8-0 except (ft=leng1m 15=0-3-8, 12-0-3-8. ilm - Max Horz 2=-115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-186(LC 12), 15=-334(LC 12) Max Grav All reactions 250 to or less at joint(s) except 2=973(LC 21), 15=1914(LC 1), 12=557(LC 22), 10- 324(LC 22) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 db) or less except when shown. TOP CHORD 2-3=-1516/493, 3-4=-11291449. 4-5=-625/300. 5-7=-90/600. 7-8=-90/600 BOT CHORD 2-19=- 334/1329, 18-19=-334/1329, 16-18=-179 1020, 15-16=-59/663 WEBS 3-19=01251, 3-18=-516/248, 4-18=-i47,/533, 4-16=-440,'156, 5-16=-441497, 5-15=-1510/484, 7-15=-493/ 259, 8-15=-640/236, 9-12=-3671/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph ( 3-second gust) Vasd=108mph, TCDL=4-2psf; BCDL=3.Opsf, h=15ft, 13=4511; L=24ft, eave=6ft, Cat. III, Exp B. Encl., GCpl=0.18, MVlFRS (directional) and C-C Exteriar(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-0-0, Exterer(2) 11-0-0 to 38-2-15, Interior(1) 38-2- 15 to 46-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pet 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 12, 10 except Qt=lb) 2=186, 15=334. Printed copies of this document are not considered signed and sealed and the signature must be verified an any electronic copies WARNING - V—ple design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE RAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with KA rreke, connectors_ This design is based only open parameters sh—h and is for an rndr,&ai 4u iding component- not a truss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate bis design Vo the overall building design Bracing indicated is to prevent buckling of individual truss web and,or chord members only Additional temporary and permanent bracing MOW is always regu-md for stability and topreventcollapsewithpossiblepersonalinjuryandpropertydamage_ For general gudd-ance regarding the fauncatior - storage- delivery erection,- and bracing of trusses and truss systems. see ANSItTPt1 Quality CrIerna, DSB-89 and BCSI Building Component 6904 Parke East Bivd. Safety information available frorr Tmss Plate Institute, 218 N-lee Steer. 5urte 312, ,4lexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Pare So Hmi 2091 Madrona A C 'Tray Tl 29bb,313 f P2091 AC-T A7T SPECIAL 2 _-Job Rfg[erqnce_(pPcon@Ii - -- - -- Ma-Flonda Lumber, Bartow, FL, 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 0735 08 2018 Page 1 ID:WjDyiLiZDwOdl2xygiitY[3zgvcy-MY6DkG?EANAuD8GsXjLWS?vAAwUgPeBzAGJUOPzvAjn I -q,p 17-4-9 3_ 2 Z& 2-11 -4:HL 3d-0-10 4-8 4-3-14i -0-0 5-9-4 5-2 - 12 64-9 6-2-13 9-4-2 1-0-8 4-0-10 1 2-7-8 Scale = 1 78 1 5X8 1 5r,4 it 5X8 = 2x4 L 5X8 4 31 32 33 5 6 34 7 36 8 21 20 19 18 17 3x4 1 5X4 12 3X6 =1,5.4 3x4 = bed = 5X5 = 2x4 ?: 1.5e4 1i 2x4 , 4X6 1,5x4 II 4-3- Plate OffsetsP 0-13-P0,-3-4]a-11j0--9--!-- Q- -4L : 0-4 d2 -1- J10- 2,- 12k _LZ-_til 'Mnoil L-9Ak -1 LOADING (psi ) SPACING- 2-0-0 CS1. DEFL. in (fee) Ildefl L/d PLATES GRIP TOLL 20-0 p DOLPlateGrip 25 Tc 0,66 VerbLI-) 0.31 16 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O 98 VerbCT) 0,67 16 803 180 1 3CI-L 0,0 Rep Stress Incr YES VVE; 0,67 Horz(CT) 032 11 n.ra n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER- BRACING- TOPCHORD 2x4 SP No.2 *Except* TOP CHORD 9- 11. 2x6 SP DSS BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 16- 22,10-12 7-17: 2x4 Sid No.3, 10-15 2x4 SP No, 1 D WEBS 2x4 SP No.3 REACTIONS. ( Iolsize) 11=1830/0-8-0L 2=1866/0-8-0 Max Horn 2=1 26(LC 11) Max Uplift 11 =-286(-C 12), 2=-328(LC 12) FORCES. ( to) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3586,'1144, 3-4=-3117/1044, 4-5=-351611212, 5-6=-3517/1213, 6-7=40141305, 7-8=-40361/1311, 8-9=- 3745/1194, 9-10=-4574,11410, 10-11 =-1 060/362 BOT CHORD 2-21=-96613150, 20- 21=-966,13150, 19-20=-763/2728, 18-19=-1029/3695, 14-15=-877/3288, 13-14=- 1249/4273, 10-13=-1248/4280, 10-12=-122/413, 15-17=0/267, 7-15=-339/188 WEBS 3- 20=-5081233, 4-20--- 79/411, 9-13=-191261, 8-14=-205/694, 9-14--1 195/449, 8-15=-342/1181, 5-19=- 405/217, 6-18=-454/193. 15-18=95413501, 6-15=-741434, 4-19=-33211 134, 6-1 9=-318159 Weight, 530 lb FT = 20'b, Structural wood sheathing directly applied or 6-0-0 oc purling. Rigid ceiling directly applied or 10- 0-0 DO bracing, Except 2-2-0 oc bracing 10- 13, 10-0-0oc bracing 15-17 NOTES- 1) 2-ply truss to be connected together with 10d (0,131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, Bottern chords connected as follows: 2x4 - 1 row at 0-9-0 oc- Webs connected as follows 2x4 - I row at 0-9-0 oc, 2) All loads are considered equally applied to all plies except if noted as front fF) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Wind ASCE 7-10, Vult= 140mph (3-second gust) Vas&108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft. B=45ft. L=45ft, eave=5ft. Cal, 11, Exp 6, Encl., GCrd=018, MWIFIRS (directional) and C-C Exlenor(2) -1-0-0 to 3-5-10, Interior(l) 3-5-10 to 11-0-0, Exterlor(2) 11-0-0 to 38-5-10. Interior(1) 38-5-10 to 44-8-1 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, 8) Bearing at joint(s) 11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except ot-lb) 11=286,2=328, WARNING - Verify design parameters and READ NOTES ON THrS AND INCLUDED MITEK REFERENCE PAGE MIc7473 rev. 1010312015 BEFORE USE. Design valid for use only will, xdrTfkT, coure.oloi-s This design is based only upon parameters shown and is for on individual building component not a truss s,,steni Before cod the building designer mc,d verify the ava-today of design parameters and Property incorporate this design into the overall build hngdesign- Bourg indicated is to pho-ol b..kIr,s cif,nar,rd-1 truss web and;o,, chord members only Additional lemporary and peirrarien! bracing is always rec-fol for stability and 1. prevent collapse with possible personal injury and property daniage For general guidance regarding the fabrication storage delivery, erection and bracing of trusses and free systems see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component Safety Information available from Truss Plate Institute 218 N Lee Street, Sure 312 Atexandia VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6q04 Parke East Blvd Tampa -FL 36610 Job Truss Truss Type One IPly Park Sul Hm/ 2091 Madrona A C 1Tray T1295,5014 P2091AC-T AST SPECIAL I,' Ay ID Re -e onall ----- -- - ----- - ----- __JL _ dprtsiroZ Fqpq --- - - Mid -Florida Lumber, Barlow, FL, 8,130 s Sep 15 2017 MiTek Industries, Inc. Men Jon 15 07,35:09 2018 Page 1 ID WjDyiuZDwOrII2>,,ygntYl3zgvcy-qlgbxcOsxhllrir25QslliCR[-2Kqk84H7PwSRZszvNm 1-0-0 4-9-4 9-0-0 13-1 C"9 18-7-6 23-4-3 28-1-0 32-1, 1-8 36-0-0 39-0-0 42-4-8 , 45,)-0 0-0 4,9-4 42-12 4-10-9 4-8-1 3 4-8-13 4-8-13 4-10-8 3-0-8 3-0:6' 3-4-8 2-7-8 Scale = 1 '8 1 I I5x4 I 5X6 --- 1, 5s4 i 3x8 = 3w 3x8 -- 2.4 I 5X8 600 12 4 5 K 33 6 7 8 9 34 35 m 10 24 23 22 21 20 19 18 3X4 = oxf, 1 15 3x6 3x4 des = 3w - 3x8 = 6x6 = 2x4 2X4 11 4X6 1, 5x4 1, 7 --_ - 4 ------ LOADING ( psf) SPACING- 2-0-0 CS1, TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 10,0 Lumber DOL 125 ED 0.99 BCLL 0,0 Rep Stress Incr YES WB 0.74 BCDL 10.0 Code FBC2017/-FP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except' 11- 14: 2x6 SP DSS BOT CHORD 2x4 Ste No.2 WEBS 2x4 SP No3 REACTIONS, ( ft/size'l 14=1786/0-8-0, 2=1848hO-8-0 Max Hoirz 2= 1 04(LC 11) Max Uplift 14=-299(LC 12), 2-334(1_C 12) DEFL. in (loc) Indefl Lid PLATES GRIP Vert( LL) -0,31 19-20 >999 240 MT20 244/190 Ver( CT) -0.63 19-20 >850 180- Horz( CT) 0.32 14 Fla me Weight 523 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except. 2- 2-0 Do bracing 13-16, FORCES. ( 1b) - Max. Cornp,/Max, Ten, - All forces 250 (i1b) or less except when shown. TOP CHORD 2-3=-3531 it 202, 3-4=-3242/1090, 4-5=-377311314, 5-6=3773/1314, 6-8=4391/1499, 8- 9=4391/1499, 9-1 0=4323/1 476, 10-11 =435611485, 11-12=-411011361, 12- 13=-5192/1726, 13-14=-10381372 BOT CHORD 2-24=-1 027/3129, 23-24-835/2850, 21-23=-1279/4281, 20-21=-127914281, 19-20=-1229,14116, 18-19=-84/311, 16-17=-1042/3571, 13-16=-1612/5062, 13-15=-126ol,06 WEBS 3-24=-339/ 2184-24=-541388, 11-17=405/1234, 11-16=-287/963, 12-16=-1734/660. 5-23=-308/170 8- 20=-278/141, 9-19=-722/278, 4-23=-429,11323, 6-23=-754/21 1, 9-20=-1 16/431, 17-19=-1 170/3889, 9-17=-78,1275 NOTES. 1) 2-ply truss to be connected together with 10d (0.1 31"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows 2x4 - 1 row at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 so, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4.2psF BCDL=3.Opsf, h=15ft, 6=45ft, L=45fl, eave=5ft. Cat 11, Exp B, Encl., GCpj= 0.18L MWFRS (directional) and C-C Extenor(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-0-0, Exterior(2) 9-0-0 to 40-5-10. Intenor(l) 40-5-10to 44-8-1 zone,C-C for members and forces & MV\IFRS for reactions shown. Lumber DOL=1,60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water pending, 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads, 7) ' 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. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSLfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 B uplift at joint(s) except 01=11b) 14=299,2=334L AWARNING, Verify dexato Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 -.1010312015 BEFORE USE. Des in valid to,, use Qoly will, NJ connectors. This design is based only upon parameters shown and is for an individual building component not a truss syel-n F` Woe use. the b.,kingdesigner most vehu the app0o.b4hy of design parameters and properly incorporate this design into the 01-11 building design Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and pe-amec bracing is always reot-ed for stability 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 inueo, systems. see ANSVTPH Quality criteria, DS6-89 and BCS1 Building Component Safety Information available from Tress Plate Institute. 218 N Lee St, -net Suite 312 Alexandra, VA 2,2314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke Eau Blvd lamps FL 36610 Job Truss TrussType IQty Ply j Park So Had/ 2091 Madrona A_C ITray T12955015 P2091AC-T A9T iSPECIAL Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries.. Inc. Mon Jan 15 07:35:11 2018 Page 1 ID:gDyluZDwOdi2xygntYl3zgvcy-m7oMM117TIYT4c RCt-uDmdXcc7d4cORQsExYdkzv,Nk 1-0-v- 3-9-4 7-0-C 3 0-C- 17.-4-0 21-8-0 20 G-C _ 32-11-8 380-0 40 Q-C , 4 -4 8 45-0-0 ; 1- 0-0 3 94 3-2-12 6-0-0 A-4-0 4-4-0 4-4-0 6-11-8 0-8 2 Ci G 2-4-8 2-7-8 Scale = 178 6 5x8 = 6. 00 j92 1-5x4 3x8_ 4 32 33 5 34 35 6 36 5x5 =- 4x8 =_- 3x4 3,,4 5x8 = 737 38 39 8 40 41 942 43 10 44 45 t1 - 25 46 47 24 48 23 22 49 21 50 511 W 53 19 54 18 55 4x4 = 15 3x6 = 3x4 = 3x8 = 3x6 = 3x10 == 1. 5x4 11 3x10 = 2x4 11 2x4 11 3x6 _ 6x8 t5x4 :- e 4 2 Q-0 4-4 : o4_a_Q .. 2 0-8 4A& .2-7-S - PlateOffset: .a: 0-1- -P.-2-e11 -L---o Q-,4LJ? a_o-- -_---7 - LpADENG psf) SPACING- i7-0 CSL _--- DEFL. in (too) peer Lid PLATES GRIP TOLL 20.0 Plate Cup DOL 1,25 TG 0.97 Vert(LL) -0.14 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.28 13-16 >637 180 BCLL Co Rep Stress Incr NO WB 0.63 Horz(CTj 0,15 14 me ma BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 251 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 'Except` TOP CHORD Structural wood sheathing directly applied or 5-3-4 0o rubles, 11-14: 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No_2 `Except` WEBS 1 Row at micipt 11-17, 4-24, 8-19 10-18,13- 15 2x4 SP No.3, 13-17: 2x6 SP No-2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0, lb) - Max Horz 2=84(LC 7) Max Uplift All uplift 1001b or less at jolnt(s) 14 except 2=-146(1_C 8). 24=-494(LC 8), 19=-697(LC 8) Max Grav All reactions 250 lb or less at joints) except 14=344(LC 1), 2=651(LC 1), 24=2339(LC 17), 19=3435(L. 0 18) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-972/205, 3-4=768/172, 4-5=-113/671, 5-6=-113/671, 6-7=-3091167, 7-83-3091167, 8-9=-409t2350- 9-10= 310t1791 10-11=-296/1737, 11-12=-359t194, 12-13=-4871118 BOT CHORD 2-25=-1471849, 24-25=-1001678, 20- 21=-702f165, 19-20-7021165, 10-17=-4391166, 16-17=- 2051360. 13-16=-921452 WEBS 3-25=-283178, 4-25=-28/688, 11-1 7=-2223r434 11-16=-951;740, 5-24=-643,/251, 9-19=-915?243, 17-19=- 2409f537, 9-17=-166/803, 4-24=-15441319, 6-22=0/282, 7-21=-5311215,8-20=01318,8-19=- 2146/442,8-21=-215/1109,6-24=-1070,'219, 12-16=-263176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind - ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL= 4.2psf, BCDL=3.Opsf, h= 15ft, 13=45ft, L=45ft, eave=6ft, Cat. 11, Exp B. Encl.. GCpi=0-18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding. 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14 except (jt=1b) 2=146,24=494,19=697. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vanity dasmo pararne( ers and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE M11- 7473 rev. 1010312015 BEFORE USE. Design valid for use only will: ftA TekN'connectors. I his design is based only upon parameters shown.. and Is for an individual building component, not a truss sya en:- Before usethe building designer mist vent, the applicability of design parameters and property incorporate the 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 is always required far stability- and to prevent collapse with possible personal injury and property damage- For general guidance regarding the _ fabrication storage, deliveryerection, and bracing of trusses and suss systems. see ANSIITPII Quality Critena, DSB-89 and SCSI Building Component 6904 irwre East Blvd. Safety Information available from Truss Plate Institute- 218 N- Lee StrIat, Sure 312, Alexandria, VA 22314. Tampa. FL 36676 Job Jiuss 11 toss Type Qw !Ply i Park Sq 1-im/ 2091 Madrona A C ? Tray 71295,5015 P2091AC-T :A9T SPECIAL. 1 of, fQt:Q larafth --------- - ----- - RL riCE 19pM - ------- Mid-Flonda Lumber, Bartow, FL. 8A30 a Sep 15 2017 Web Industries, Inc. Mon Jan 15 07 35 11 2018 Page 2 ID WjDyiuZDwOdi2xygtitYl3zgvcy-rii7oMM117TI'Y-T4c-RCi,uDnidXcc7d4cORQsExYdkzvAjk NOTES- 7) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 176 to up at 7-0-0, 97 to down and 88 to Lip at 9-0-12, 97 lb down and 88 In up at 11-0-12, 97 Its down and 88 lb up at 13-0-12, 97 lb down and 88 In up at 15-0-12, 97 lb down and 88 lb Lip at 17-0-12, 97 lb down and 88 lb up at 19-0-12, 97 lb down and 88 to up at 21-0-12, 97 to down and 88 In up at 22-6-0. 97 to down and 88 to up at 23-11-4, 97 lb down and 88 to up at 25-11-4, 97 to down and 88 to Up at 27-11-4. 97 to down and 88 In up at 29-11-4, 97 lb down and 88 lb tip at 31-11-4. 80 to down and 75 In up at 33-11-4, and 80 lb down and 75 lb up at 35-11-4. and 109 to down and 120 lb up at 38-0-0 on top chord, and 327 lb down and 75 to up at 7-0-0, 66 to down at 9-0-12, 66 In down at 11-0-12, 66 lb down at 13-0-12, 66 to down at 15-0-12, 66 lb down at 17-0-12 66 lb down at 19-0-12, 66 b down at 21-0-12, 66 Its down at 22-6-0, 66 lb down at 23-11-4, 66 lb down at 25-11-4, 66 to down at 27-11-4, 66 In down at 29-11-4, 66 lb down at 31-11-4. 60 lb down at 33-11-4. and 60 to down at 35-11-4, and 394 to down and 125 IL up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 8) In the LOAD CASES) 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 lncrease=l .25 Uniform Loads (pit) Vert 1-4=-60, 4-11 =-60, 11-13=-60, 13-14=-60, 18-29=-20, 13-17=-20, 15-26=-20 Concentrated Loads (to) Vert 4=-142(F) 11 =-80(1`) 23=-41 (F) 25=-327fl 16=-394fl 24=-41 (F) 5=-97(F) 6=-97fl 8=-97(F) 20=41 (F) 32=-97(F) 33=97fl 35=-97(F) 36=-97(F) 37=-97(F) 38=-97(F) 39=-97(F) 40=-97(F) 42=-97(F) 43=-97(F) 44=-80(F) 45=-80(F) 46=-4Ifl 47=-41 (F) 48=-41 (F) 49=-41(F) 50=41 (F) 51 =-41 (F) 52=-41 (F) 53=-41 (F) 54=-41"Ff 55=-41(F) 56=-55(F) 57=-55(F) WARNING - verify de- um mu -ter. aad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473,- I0103t2015 BEFORE USE. Desigr' valid fio, use or.1v with Mil ek4t,conuvctoc This design is based only use,, pahluel- show n aml,s for auindividual bridd,nq i,amponsul not a ? cuss system. Ser- use. the building designer roust verify the imph-tA,ty of design parameters and properly incorporate this design 11110 the overall building Design, Bracing indicated to to prevent buckling of individual truss web andior chard members only Additional temporary and permanent bracing is always ".cr,"eat for MaNhu, and to prevent collapse with possible personal injury and property coinage For general guidance regarding the fabucano? storage defiveFy ereclioi, and bracing of misses and thess systems see ANSUTPH Quality CrIt.n., DSB-89 and Foal Building C..p.rient 6904 Parke East Blvd. Safety information a,adabe, from Truss Plate, Institute, 218 N. Lee Shirced, Suite 312, Ale-ridno VA 22314 i Tampa, FL 36616 Job Truss !Truss Type Dry Ply Park So Hm/ 2091 Madrona A-C / Tray T12955016 P2091 AC-T B 1 i,MONO HIP TqpL _ qjL Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries Inc, Mon Jan 15 07 35 12 2018 Page 1 ID WjDyiuZDwOdl2xygntYl3zgvcy-EJMkae2lEchKimZdmYPSir3yeXv LWoZ5uh59AzvAfj 13-4-14 17-8-0 21-11-2 26-4-0 1-0-0 4-9-4 4-2-12 4-4-14 4-3-2 4-3-2 4-4-14 Scale = 1 460 4x8 3x4 -- 1 X4 1, 3x4 3X4 4 16 5 17 6 18 7 8 13 if lu 9 3x5 6X6 == 3x4 7a8 a- 3x4 2X4 it LOADING lost) SPACING- 2-0-0 CS1, DEFL. in doc) I/defl Ltd TCLL 20,0 i Plate Grip COIL 1.25 TC 0.31 Vert(LL) 0,10 13-15 999 240 TCDL 10,0 Lumber DOL 1,25 BC 0,83 VerbCT) 0.21 13-15 999 180 BCLL 0.0 Rep Stress Incr NO WB 0A4 Horz(CT) 0,04 9 ma ma BCDL 10'0 Code FBC201 7.rTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORE) 2x6 SP No.2 WEBS 2x4 SIC No.3 BOT CHORD REACTIONS, (lb/sce) 9=1813/0-3-8, 2=249610-8-0 Max Harz 2=147(LC 8) Max Uplift 9=452(1_C 8), 2=-682(LC 8) FORCES• (ilb) - Max. Comp./Max. Ten. - All forces 250 (B) or less except when shown. TOP CHORD 2-3=4954/1 385, 3-4=-4637/1315, 4-5=-3774/1065, 5-6=-2806/749, 6-7=-2806/749, 7-8=-15901408. 8-9=-1768/460 BOT CHORD 2-13=-1325/4421, 12-13=-1217j4153, 11-12=-106513774, 10-11 =408/1590 vy"Ess 3- 13=-3781143, 4-13=-629/2158, 4-12=-540/384, 5-12=-334/740, 5-11 =- 1404/458, 7-11=495, 1762. 7-10=-15511448, 8-10=-586,12285 PLATES GRIP MT20 2441190 Weight 351 to FT = 20% Structural wood sheathing directly applied or 5-4-3 oc banns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2- ply truss to be connected together with 10d t0.1 31"x3") nails as follows Top chords connected as follows 2x4- 1 row at 0-9-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, Webs connected as follows: 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Vagrad A - ICE 7-10, Vult=140inph (3-second gust) Vasd=108mlph, TCDL=4.2psr BCDL=3.Opsf h=15ft. 13=45ft. L-24ft. eave=4ft, Cat, r: Exp B, Encl., GCpi=0,181 MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads, 7) ' 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, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=lb) 9z452,2-682. 9) Hangens) or other connection devices) shall be provided sufficient to support concentrated load(s) 62 In down and 78 lb up at 9-0-0 on top chord, and 659 lb down and 236 Ilk, up at 7-0-12, and 202 to down and 81 lb up at 9-0-12. and 1250 Ito down and 441 Ito up at 10- 6-8 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber lncrease=1.25 Plate lncrease=1,25 Uniform Loads (plf) Vert 1-4=- 60, 4-8=-60, 2-9=-20 WARNING - Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473neir. 1010312015 BEFORE USE. Design valid to, use only with ealToKoconnecres This design is based only ride, barometers shoseh and is for an individual building component not a truss system Before use, the building designer inner ranf} the applicability of design parameters and properly incorporate this design into the overall building design. Boring indicated is to prevent buckling of indcaduai ImSS voto an,Vor chord monsoon, only. Additional temporary and permanent blueing Is al,oty,, efosred I., stability and If, P,,v,h collapse wqh possible personal injury and property damage For general guidance regarding the fabrication storage delivery, erection and bracing of rhusoes and rhoo, systems see, ANSIrTP11 Quality Criteria, DSB-89 and Boat Building Component Safety Inforrn.bit a,adlablr, from Terse Plate instants, 218 N Lee Street, Suite, 312 Alexandria VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Bild lamp. '11 36610 Job (Truss (Truss Type-- Qty IPIy i Park Sq Hof 2091 Madrana A_C t Tray { T12955016 iP2091AC-T ;B1 1MONOHIP2111 Ja _RPjeence_{optional-..__-----------....--- Mld-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:12 2018 Page 2 ID WADyiuZQwOdl2xygntYl3zgvcy-EJMkae2lEG7KimZdmYPSlr3yeXv_LWoZ5uh59AzvNI LOAD CASE(S) Standard Concentrated Loads (1b) Vert- dl -44(B) 13=-202(13) 19=-659(B) 20=-1250(13) WARNING - Verbp - desigrz parameters and READ NOTES ON THIS AND INCLUDED R?tfEK REFERENCE PAGE Mit-7471 rev. ?d.03l2G?5 BEFQRE USE. Dd,equ valid for all only with Ntil-ekY, connectors- This design .s based only upon parameters shown- and is for an individual building component, not a truss system. Before usethe building designer ari-I erify the applicability of design parameters and properly incorporate this design into the overall burdrng design- Brae rig indicated is to preve nt doodling of individual truss web and 'or chord members only. ,Additional temporary and permanent bracing PRO r is always 'so for - stability and to prevent coilapsa with possible personal injury- and property damage- For general guidance regardrng the P_ fabricalioo- storage- delivery- erection and bracing of trossec and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Pa€kc East Blvd, Safetyinformation available from I cuss Plate Institute. 218 N- Lee Street, Stine. 312. Alexandna, VA 223n4- Tampa, FL 36610 Job ITruss iTruss Type Oty Ply I Park So Hm/ 2091 Madrorra A-C / Tray T12955017 P2091AC-T #82 iMONO HIP Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTelk Industries, Inc. Mon Jan 15 07 35 13 2018 Page I In WjDyiuZDwOdi2xygntYl3zgvcy-iWvGn_3N'wpBJw8pKGwhr2c?fxGl4?eiKYQeidzvAji 7-0-0 9-0-0 I O-C 7-0-0 2-0-0 4x8 = I ' Scale = 1 24.5 5x4 1 x4 3X4 — U4 = LOADING qlasf) SPACING- 2-0-0 CS1, TCLL 20,0 Plate Grip DOL 1,25 TC 0,81 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr NO WEI 0.27 BCDL 10.0 Code FBC20171TP12014 Matrix -MS DEFL. in duct yclefi Ladl VerbLL) -0.08 6-9 >999 240 Verb ' CT) -0,18 6-9 >591 180 Horz(CT) 0,01 5 ma me LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. (Ibisize) 2=508/0-8-0, 5=719/Mechanical Max Herz 2=119(LC8) Max Uplift 2=-108(LC 8), 5=-201(LC 8) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/76 BOT CHORD 2-6=- 100,1365, 5-6=- 1021388 WEBS 3-6=-63/605, 3-5=-838/221 PLATES GRIP MT20 244/190 Weight 45 lb FT = 20% Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4.2psf, BCDL-3,Opsf. h=15ft, 13=45ft, L=24ft. eave=4ft, Cat, 11, Exp 6: Encl., GCe=0,181 MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joint(s) except (jt=lb) 2=108, 5=201, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Ild down and 201 In up at 7-0-0 on top chord, and 321 lb down and 95 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 91 In the LOAD CASE(S) section, loads applied to the face of the ftiss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate lncrease=1,25 Uniform Loads (Eilff Vert. 1-3=-60, 3-4=-60, 5-7-20 Concentrated Loads (11h) Vert 6=-321 (F) 3=-1 38(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify diesign p.ni—fer-, and READ NOTES ON THIS AND INCLUDED Ai REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. D eb,g,, valid far use only with Ni connectors This design is eased only upon parameters shown and is for an individual building component no`: a truss sythern before use the building designer must vbllfy, the ruphoatahty of design parameters and property incorporate this design into the overall do0d 9 design Bracing indicated,c to prevent buckling of individual truss web and/or chard members only. Additional temporary and permaiicrilbracing s always required to, stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the lamcahon storage, deltrey, erection and bracing of trusses and Vries ayseen" see ANSUTPII Quality Criteria, DSB-89 and Best Building component 6904 Pares EaC Blvd - Safety Infismallor, available from Truss Plate institute 218 N. Lee Street. Edits 312 Alexandria VA 22314 ramps FL 36610 Job .Truss Truss Type oty IF'ly Park Sr) Hmt 2091 Madrona A_C =' Tray T12955018 i P2091AC-T 133 IMONO TRUSS 1 Jph_ReLeren eS.4RtIQ.[d_I}-----_...._ Mid-Flonda Lumber, Bartow, FL. 8A 30 s Sep 15 2017 MiTek Industries, Inc. Man Jan 15 07.35.14 2018 Page 1 ID NDyiuZDwOdi2xygntYl3zgvcy-AiTU_K4?IDx2x30uzRwNG8DTLcYpUAsYCACE3zvNtt 4 ? 8 9.0_0 Sc,sle = 1.27.3 17 k 4x4 'r 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.O Plate Grip DOL 1.25 i TC 0.61 TCDL 10.0 Lumber DOE- 1.25 BC O.69 BCLL 0.0 Rep Stress Incr YES VVB 0,19 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 VVEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=951tNechanical, 2=41310-8-0, 5=2581Mechanical Max Harz 2-144(LC 12) Max Uplift 4=-48(LC 12), 2=-64(LC 12), 5=-42(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398194 BOT CHORD 2-5=-2521348 WEBS 3-5=-3941286 DEFI_. in (loc) Ildefl Ltd PLATES GRIP Vert(LL) -0,18 5-8 =591 240 MT20 244,1190 VerbCT) -0.36 5-8 >288 180 Horz(CT) 0,00 5 nta ma Weight: 37 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins_ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10: Vul1=140mph (3-second gust) Vasd=108mph: TCDL=42psf, BCDL=3.Opsf, h=15ft, 6=45ft, L=2411; eave=oft, Cat. 11, Exp B. Encl, GCpi=0.18. MWFRS (directional} and C-C Exterior(2) -1-0-0 to 2-0-0, intenor(1) 2-0-0 to 8-10-4 zone,C-C for members and forces & MWFRS for reactions shown. Lumber D0L=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, 2, 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies l WARNiNG - Vorify design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE RAGE 1r111-7473 rev. 10103:2015 BEFORE- USE. resign valid for use only with Mifeko, connectors_ This design is loosed only upon pavan eters showy~. and is for an Ira -dual building component, not a truss system Before use. the building designer must verify the applicabi ty of design parameters and properly Incorporate this design, Into the overall bulidr_gc- design Bracing vtdicated cs to on,vent buckling of _t-!,duaf truss web and of chord mambers only. Additional tempos y and pennaneni bracing t is always required for stability and to prevent collapse with possible perso nal n,ury and property' damage. For genera, guidance regard-og the ItR fabnca4onstorage, delivery=, enra— and bracing of hosses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd_ safety Intonnat3on available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Ad-ndna, VA 22314. Tampa FL 36610 Foss Type Qty :Ply Park Sol Hrw 2091 Madrona A-C 'Tray T12955019 Job Truss P2091 AC-T Mid -Florida Lumber, Barlow, FL. MONO TRUSS 2 JobRef ore 1 ---- ---- _-n_Q 8, 130 a Sep 15 2017 MiTek Industries, Inc, Mon Jan 15 07 35 14 2018 Page 1 ID NDytuZDwOrii2xygiitYl3zgvcy-Ail'U_K4?lDx2x3jOuzRwNG8LPLgcpTTsYCACE3zvAjh 4- - A — -------- - i - 0-0 4-1 1-4 4-0-12 1 5X4 11 3x4 -- 2x4 1I b LOADING ( psi} SPACING- 2-0-0 CSL TOLL 20.0 Plate Grip DOL 1.25 TO 0,10 TCDL 10.0 Lumber DOL 1.25 BC 043 BCLL 0,0 Rep Stress Incr NO WB 0.23 BCDL 10,0 Code FBC2017,TP12014 Matrix -MS DEFL. in (too) I/defl L/d Vert(- L) -0,02 5-6 '999 240 Vert( CT) -0.03 5-6 >999 180 Horz( CT) 0.01 5 ma ma LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP srlo.3 BOT CHORD REACTIONS. ( lb/size) 2=860/0-8-0, 5= 1 270/Mechanical Max Herz 2=144([_C 8) Max Uplift 2=-212(LC 8), 5=-390(LC 8) FORCES, ( 11a) - Max. Comp./Max. Ten. - All forces 250 d1a) or less except when shown. TOP CHORD 2-3=-15381371 BOT CHORD 2-6=-410/1333, 5-6=-410/1333 WEBS 3-6=-338/1215, 3-5=-1567/482 Scale = 1 28,5 4X4 PLATES GRIP MT20 244i190 Weight 107 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 do bracing. NOTES- 1) 2- ply truss to be connected together with 1 Od (0. 131 "x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 Co. Webs connected as follows 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. Ply la: ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108nrrph; TCDL=4.2psf, BCDL=3,Opsf, h=15ft: B=45fL L=24ft, eave=4ft: Cat 11, Exp 6, Encl.. GCpi=0.18. MWFRS (directional). Lumber DOL=1.60 plate grip DOL=1,60 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 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at loint(s) except 01j=1b) 2=212, 5=390, 8) Hanger( s) or other Connection device(s) shall be provided sufficient to support concentrated load(si 695 to down and 248 In up at 5-0- 12, and 666 In down and 230 to up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( Eilf) Vert 2- 5=-20, 1-4=-60 Concentrated Loads ( I1d) Vert 6=- 695(B) 9=-666(13) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING- Verify design parameters and HERD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11,7473 um. 10103.12015 BEFORE USE, Design and is for an individual building component, not a tours system. Before use. the, buiWing designer must verify Tito apD1i dih1y, of design parameters and properly incorporate this design Into the overall bulking design Bracrug-J,poted,s in prevent buckling of individual Inuss web ancRor chord members only. Additional temporary and permanent bracing is sprays rearmed for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the faducatini, du, onm and bracing oftfrisses and truss systems see ANSIITPH Quality Criteria, DSB-,19 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insfirlote, 218 N. Lee Srpoa!, Suite 312 Assa,urna VA 22314 Tampa F, 36610 Job Truss Truss Type i Qty Ply Park Sq Hm12091 Madrona A C 1 Tray T12955020 I'P2091AGT 'jB4A (SPECIAL 9 1 I_ Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc, Mon Jan 15 07.35.15 2018 Page 1 ID VADyluZDwOdI2xygntYl3zgvcy-eu1sCg4dvVX3uZDlCRhz9wThSok3KYzK'tnsvlmVzvAig 1-0-0 Scale = 1 31-5 LOADING (psf) I SPACING- 2-0-0 TGLL 20.0 Plate Grip SOL 125 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress liter NO BCDL 10.0 Code FBC2017,TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 3-6 2x4 SP No.3 WEBS 2x4 SP No.3 1.5x4 l 1-" --- --- ------ . CSI- DEFL. in floc) Well Lid TC 0.38 Vert(LL) 0,03 6 999 240 BC 0.21 Ven(CT) 0.05 5-6 999 180 WB 0.00 Horz(CT) 0,07 5 nfa nfa Matrix -MR REACTIONS. (Ibisize) 8=742/0-8-0, 4=1 31 /Mechanical. 5=49fMechanical Max Harz 8=90(LC 8) Max Uplift 8=-196(LC 8), 4=-62(LC 8) Max Grav 8=742(LC 1), 4=132(LC 13), 5=80(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244t190 Weight- 23 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.0psr h=15ft, 13=45ft_ L=24ft, eave=4ft, Cat_ 11, Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 21 This truss has been designed for a 10.0 pat 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 Peter 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 except of=1b) 8=196. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 477 Ile down and 171 to up at 0-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert- 1-2=-60. 2-4=-60. 7-8=-20, 5-6=-20 Concentrated Loads (Ib) Vert 8=-477 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev_ 1010312015 BEFORE USE. Design valid for use only etth rA;Tek---) connectors. This design is eased only upon parameters shown, and is for an individual building component. ,of a (rugs sm. ysteBeforer se. the tau !ding designer must verify the applicab 1 y of design parameters and property inrorpo`ate this design into the overail bu kfi g design Bra q indicated rs to prevent buckling of ndivldual truss web androi chord members only, Additional lemporary and permanent timung os ahvays regwred for stability and tc prevent collapse with possible personal injuy and property damage Por general guidance regarding the Mew fabncauonstorage, deliveryereetian and bracing of trusses and truss systems. see ANSIRAIt Quality Crtena, DSB-89 and Be$[ Building component 650a Parke East BPvd. Safety Information availanie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22114- Tampa. R 36610 Job iTruss (Truss Type 1oty ;Ply Park Sol Hm/ 2091 Madrona A_C 1 Tray T12955021 P2091AC-T B5 (COMMON I1 1 Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07-35:16 2018 Page 1 ID Wt DyiuZDwOd 12xygntYl3zgvcy-75bE P?5F HPBIANtO?OU OTh E c9809H Mr9OLm,liyzvAjf 1-0-0, 5-3-1 10-4-0 15-8-0 16-8-0. 1-0-0 _ --- 5-3-12 --_... 5-0-4 t- 5-4-0, -- -0-0 . 4x4 == Scale = 1 50.3 s0 9 8 7 15x4 h 3x4 = 3x8 = 1.5e4 !1 LOADING (psf) SPACING- 2-0-0 CS[. j DEFL. in loci I1defl Lld PLATES GRIP TGLL 20.0 1 Plate Grip DOL t25 TC 0.41 ) Vert(LL) -0,02 9-10 1999 240 1 MT20 244090 TCDL 10.0 Lumber DOL 125 BC 0.30 Vart(CT) 0.05 9 10 999 180 BCLL 0.0 Rep Stress incr NO WB 0.30 Horz(CT) -0.00 7 ma nfa BCDL 10.0 Code FBC2017,'TPI2014 Matrix -MS Weight: 114 lb FT = 201 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. REACTIONS. (Ibtsize) 10=753t0-3-8, 7=7151Mechanical Max Harz 10=244(LC 7) Max Uplift 10=-175(1_C 8), 7-156(LC 8) FORCES. (Ib) - Max_ Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591t`1 72, 3-4=403,1/165, 4-5=-399t164, 2-10=-7041189, 5-7=-6687174 BOT CHORD 8-9=-1651470 WEBS 3-8-- 287i121.2-9=-56,'510.5-8=-70I406 NOTES- 11 Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vu(t=140mph (3-second gust) Vasd=108mph, TCDL=42psf. BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat. II; Exp B: Encl., GCpl=0.18, MWFRS (directional), end vertical left and right exposed; 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=175,7= 156. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 to down and 107 lb up at 4-11-4 on top chord.. and 41 lb down at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 (pit) Vert 1-2=- 60, 2-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (to) Vert: 11=-72( F) 12-29(F) Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity et— gn par metors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid to, use only with MI Teka connectors_ T his design is based only ::Pon parameters shownand is for an individual building component. not a teas, system. Before use. the t wilding de signer mus' vents the applicablity a' des gn parameters and property incorporate the design into the overall building design_ Bracing mdlcatee vs to prevent baeking of individual truss weld, andtar chord members only Additional temporary and permanent bracing Is always reouired for stability and to proven, collapse v.ith passibPe persanak rqurf and property uamage. For general guidance regarding the - fabnCaiton. storage, Spillers, erection and bracing of misses and tmss systems. see ANS6TPit quality Chian., DSB•89 and SCSI Suildi ng Component 69D4 Parke East Blvd_ Safety information available from Truss Plate ImAdule. 218 N_ lee Street Sune 312, Alexandra, VA 22314, Tampa. FL 36610 E)Job ,Truss 1Truss Type I Cry [Ply — Park Sri Hm12091 Madrona A C r Tray 112955022 IP2091AC-T IB6 ;COMMON 1 1 loci REferP aCLeiW2ttanal). Mid - Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 M(Tek Industries, Inc. Mon Jan 15 07,35:17 2018 Page 1 In: WIDyiuZDwOdl2xygntYl3zgvcy-bH9ddL6u28JcoXSbZ6?d?ufnnkYk?OpylEAOsrOzvfye 5- 3-12 0-4-0 15-8-0 5- 3-12 5 0 4 5-4-0 '1 0 C 4x4 = Scale - 1 503 3x4 9 6 1 6 1, 5x4 3x4 - 3x8 m: 1.5z4 I) r---- 3 l 5-4 _ -- - LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in loc) Ildeft Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ( TC 0,42 Vert(LL) -0,02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOE 1_25 BC 0.26 Vert(CT'l -0,04 6-7 >999 180 BOLL 0.0 i Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 6 n,'a nla BCDL 10.0 Code FBC2017,rTP12014 Matrix MS Weight: 112 Ib FT = 2010 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Go purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Iblsize) 9=612t0-3-8, 6=686(Mechanicai Max Harz 9=214(LC 11) Max Uplift 9=-113(LC 12), 6=-132(LC 12) FORCES. ( Ib) - Max_ Comp,/Max, Ten. - All forces 250 db) or less except when shown. TOP CHORD 1-2=-525f218, 2-3=-3821252, 3-4=-3781232, 1-9--565?251, 4-6=-6391343 BOTCHORD 7-8=-261/ 455 WEBS 1-8=-1337451, 4-7-1401388 NOTES- 11 Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE'7- 10, Vult=140mph (3-second gust) Vasd=108mph, TCDL.=4.2psf; BCDL=3.Opsf; h=15ft, 8=45ft, L=24ft; eave-oft; Cat. 11, Exp B: Encl... GCpr=0.18; MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-1-12, Intenor(1) 3-1-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0 zone, end vertical right exposed;GC for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= L. 60 31 This truss has been designed for a 10.0 Get 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 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder( s) for truss to truss connections. 6) Provide mechanical connection ( by others) Of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except {t=lb) 9=113.6=132. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WFtRNiNG - Verify d sign pare Wafers and READ NOTES ON THIS AND INCLUDED RRtYEK REFERENCE PAGE bo11-7473 rev. 40r031201S BEFORE USE. Des,gn valid for use o ly with M, I skV connectors- This design is Lased only upon parameters show,. and is for ae individual building component, not i a truss system. Before use. the budding de5gnei must verify the applicabi lay of design { a,a peters and properly incorporate this des gn rug. Me overall builds j design_ Bnac ng ind,cated s to prevent buckrmg oP ndivldnal 2rus web andlor chafe members only Addt oral temporar- aid permanent bracing r is always regu red to Mabi5ty and ,c prevent collapse with possible d,e sonal ;,jury and property damage. Pw general guidance rega,d,ng the - fabncat— storage, delivery, erection and bracing of trusses and th.— systems, see ANSILLPIt Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd, Safety tn4ortnation available f— Truss Plate Institute. 218 N. Lee Street Sucre 312. Alexandra, VA 22314. Tampa, FL 3,3810 Job .Truss —— - - ,,Truss Type .(sty ;Ply Park Sq Hrn 2091 Madrona A_C 1 Tray 12955023 P2091AC-T B7 (COMMON 12 j Rence_topt o ete ---- -- - — Mid -Florida L-umber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35.18 2018 Page t ID: WDyluZDwOdi2xygntYl3zgvcy- 3Tj?gh7WpSRTQh1n7pWsY6,lvOyxOIGBSTp8PNgzvAjd 1-G0 5-3-g 10-3 B `1-7-0 - G-O 5_3-8 5-3-8 1-0-0 4x4 _ Scale = 1.38-1 3x4 3xE _= 3.4 Plate ffsets jX Y—_--- LOADING (psf) SPACING- 2-0-0 CSL DEFL. in too) Itdefi Ltd TCLL 20. 0 Plate Grip DOL 1.25 TC 0.51 Vert(1-0 0.08 8-9 930 240 TCDL 10. 0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.11 8 654 180 BCLL 0. 0 Rep Stress Incr YES WE 0.25 Horz(CT) 0,00 7 nfa ma BCDL 10. 0 Code FBC2017tTP12014 Matrix MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Itesize) 9=48010-8-0, 7=480/0-8-0 Max Horn 9=173(LC 11) Max Uplift 9=-215(LC 12), 7=-175(LC 9) Max Grav 9=487(LC 21), 7=487(LC 22) FORCES, fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 8=352F246 PLATES GRIP MT20 244t190 Weight 73 lb FT = 201 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=241T eave=oft; Cat. 11, Exp B; Part. Encl- GCpi=0.55, MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 5-4-0, Exterior(2) 5-4- 0 to 8-4-0 zone; cantilever left and right exposed , end vertical left and right exposed.C-C for members and forces & 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 3-6-0 tail 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 IS uplift at joint(s) except Qt=ib) 9=215. 7=175. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1i rev. 10,'03,2015 BEFORE USE. Design valid for use only with MiTek€- connectors. This de591 is based silly upon parameters shown. and is for an individual building componentno± a truss system- Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 6oilding design- Bracing indicated is to prevent buckling of mdroduai truss eb and'or chord members only Additional temporary and permanent bracing s is always required for stability and to proven,, collapse with possible personal mtury, and properly damage- For general guidance regarding the Raw fabrication, storage- deliveryerection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB439 and Beat Building component 6944 Parke East Blvd, Safety Information available from Truss Plate institute. 218 N- Lee Street. Suite 312. Alexandna- VA 22314 Tampa, FL 36610 iJob Trvss ,Truss Type ,aty !Ply = Park Sri Hrnr 2091 Madrona A_C f Tray Tt 295502f4 P2094AC-T iB8 :HIP 1 1 r--- - :Job Rt:fer n2w.trtlon I _—. Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 Mi Tek Industries, Inc. Mon Jan 15 07.35.19 2018 Page 1 ID Wj DyiuZDwOhl2xygntYl3zgvcy-Xg HN2188amZK 1 rbzgX 154,is8T MTTUIn biTtzvGzv Nc 1-0-0 4-t t-H 5-7-fi _t 0.3-II ____.._... 1e-•'rl1-0-0 +-----4-11-8 08-0 4-II-0 61.3- 1-0-0 I 4x4 = 4x4 = Scale =, 1:37.2 A 3 4 12 11 8 7 1 -Sx4 I. x4 = 1-5x4 3x4 = m ___..____. ___—.__ LOARlNG (par) SPACING- 2-0-0 CSI. OEFL. in Lot I/deft L/d - PLATES GRIP TOLL 20-0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 14 >999 240 MT20 2447190 TGDL 10,0 Lumber DO 125 BC 0-07 Verl(CT) -0.01 10 >999 180 BCLL 0-0 Rep Stress Incr YES VlE 0.10 Ho c(GT) -0-00 7 n,`a ilia BCDL 10,0 Code FBC2017,,'TPI2014 Matrix -MS Weight_ 80 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 2-8-0 except (Jt=length) 11=0-3-8, 8=0-3-8. rib) - Max Harz 12=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 12=-116(LC 12), 7=-116(LC 12) Max Gray All reactions 250 a or less at joint(s) 11, 8 except 12=417(LC 1), 7=418(LC 1) FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-398r325. 5-7=-3981325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-10, Vuit=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf. BCDL=3,Opsf, h=1511, 3=45ft; L=24ft, eave-oft, Cat. 11, Exp 6, Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 5-0-0, Extenor(2) 5-0-0 to 5- 8-0. Interior(i ) 9-10-15 to 11-7-8 zone, end vertical left and right exposed.C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1-60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent 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 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 116 lb uplift at joint 12 and 116 Ib uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Ver7y design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtf-7473 rev. 10103f2015 BEFORE USE, Designvalid far use only with Mi Teklr3 crnnecors- This design is based silly than parameters shownand is for an individual building componen,. not a truss system- Before use, the building designar must verity the applicability of design parameters and properly ,bcortmorate this design rntc the overall building design. Bra rig indicated is to prevent buckling of individual truss web andror chord riembe s only Additional temporary and permanent bracing s is always requ7ed for stab' ly and to prevent collapse who possible personal injuryandproperly damage- Per general guidance regarding the IP fabricationstorage- delivery- erection and bracing of trusses and truss systems. see ANSIRPII Quality Criteria, DSB-&4 and Best Building Component 6904 Parke East Blvd. safety Information available from muss Plate Institute- 218 N. Lee Street, Suite 312Alexandna, VA 22314- Tampa, FL 36610 Job iTruss Truss Type Cry IPly Park SO Hip! 2091 Madrona A_C J Tray T12955025 P2091AC-T--------- IB9 SHIP Reference i t onah Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries. Inc, Mon Jan 5 07.35- 0 2018 Page 1 ID''gDyiuZDwOdl2xygntYl3zgvcy-?sglFN8mL3tiBf A9EEYKdXOINImLDB3kx7dWSjzvAjb 1-0-0 r 2-11-8 7-78 107-0 11-7--0 1-0-0 2-11-8 4-8-0 2-1 1-8 1-0-0 4x8 - 4x4 = Scale = 1 31-1 6-0o Mtn 3 11 i2 13 14 4 16 3x4 = 3x8 = 7 2x6 I I 2x6 ,. LOADING (psf) SPACING- 2-0-0 csl TCLL 20.0 Plate Grip DOL 1,25 TC 0.33 TCDL 10.0 Lumber DOL 1.25 BC 0.22 BCLL 0.0 Rep Stress Incr NO ( WB 0,16 BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ibislze) 10=526/0-8-0, 7=526/0-8-0 Max Horz 10=-151(LC 6) Max Uplift 10=-494(LC 8), 7=494(LC 8) Max Gray 10=526(LC 17). 7=526(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-276/388, 3-4=-210/368, 4-5=-275/388, 2-10=-506/529, 5-7=-5051529 BOT CHORD 8-9=-304/210 WEBS 2-9=-407/329, 5-8=-407t328 DEFL. In (too) bdefl L/d PLATES GRIP Vert(LL) 0.05 8-9 >999 240 MT20 244/190 VerVCT) 0,04 8-9 >999 180 Horz(CT) -0.00 7 n/a me Weight 81 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on puriins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing- NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4-2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft; eave=oft; Cat. Ir Exp B, Part, Encl., GCpi=0.55: MWFRS (directional); end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 lost 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 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 494 lb uplift at joint 10 and 494 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 Its down and 115 lb up at 3-0-0, 5 to down and 41 lb up at 5-0-12. and 5 to down and 41 to up at 5-7-4, and 61 to down and 115 lb up at 7-8-0 on top chord, and 39 lb down and 216 Ib up at 3-0-0. 15 lb down and 93 Its up at 5-0-12, and 15 to down and 93 Ib up at 5-7-4, and 39 IS down and 216 lb up at 7-7-4 on bottom chord, The design/selection of such connection device(s) Is the responsibility of others. 8) 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 (pif) Vert 1-2=-60. 2-3=-60, 3-4=-60, 4-5=-60, 5-6 =-60. 7-10=-20 Concentrated loads (lb) Vert, 3--14(F) 4=-14fl 9=-18fl 8=-18(F) 12=-5(F) 13=-5(F) 15=-8(F) 16=-8(F) N INCLUDED Mt REFERENCE PAGE MIi-7473 ev. 10/0312015 BEFORE USE. WARNING- Ver1 ydesigol param fern and READ NOTES ON 7N_ AND GLUDEQ TEK REPE E E Dbogn valid for use only with hl, connectors. -hcs design is based only upon parameters shown and s for ar nd vidual bu Id ng Component, not a truss system- Before uset me building designer mcs` venfy the applicability or aosgn parametem and property ncoiporate th s design, into the overall banding design. Bracing ind sated s to prevent buckt mg of individual truss web and,or chord members only Addibooai temporary and peme,anent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabncabon. storage, dellveryerection and bracing of tresses and truss systems, see ANSIITP11 Quality criteria, DSB-89 add SCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street. 0uite 312, Alexandna. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies r 6904 Parise East Elva Tanmpa.FL, 36610 i jot :Truss I runs Type toty Piy Park So Hai 2091 Madrona A_C / Tray T12955026 P2091AC-1 ICJ1 JACK j10 i Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 Mil ek industries, Inc. Mon Jan 15 07,35-20 2018 Page 1 IDRWlDyiuZDwOrll2xygntYl3zgvcy-?sgiFN8rnL3h 3f_A9EEYKdXOMUlpbDDZkx7dWS}zvA)b 1-0fir 1-0-0 0 _G_0 Scale = 1.7.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEPI_ in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0,00 5 1999 240 MT20 244190 TCDL 10.0 Lumber DOL 1.25 BC 0,01 Vert(CT) 0,00 5 -999 180 j BOLL 0-0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n?a nrra BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight 5 lb FT = 20 f LUMBER- BRACING - TOP CHORD 2x4 Sid No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 Go purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=91Mechari cal, 2=130/0-8-0, 4=-1/Mechanical Max Herz 2=35(LC 12) Max Uplift 3=-3(LC 9), 2=-59(LC 12), 4=-1(LC 1) Max Grav 3-10(LC 17), 2=130(LC 1), 4=11(LC 3) FORCES. dbt - Max. Comp./Max. Ten. - All forces 250 (It) or less except when shown NOTES- 11 Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft, 8=45ft, L=24ft, eave=4ft, Cat. 11, Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterer(2) 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tail 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 3 Ib uplift at joint 3, 59 lb uplift at joint 2 and 1 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Ve rfy design Pa amete s and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE MU-7473 - 1010312015 BEFORE USE Design valid for .,se o ily -tn fe ekrR connoctons This design is based only upon parameters show .and is for a. ird—1 al building cornpo..e r. not a truss system. Before usethe bri0d,rig designer r os+ verity the applicability of design parameters a w properly rrh,porate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary one permanent bracing R Isaiv. Sys required tar stability a.1d to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncahonstorage. delivey. erection and gracing of trusses and truss systoitts. see ANSIrrPl1 Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East BPrd. Safety Information available from T,hss Plate lnst¢ute, 218 N. lee Street Suite 312. Alexandna, VA 22314. Tampa- Fi_ 36610 Truss :Truss Type aOty I_Ply ( Parr Sq HIM 2091 Word-A_C, Tray 1/ 2955027 AC- T i..i1A (JACK Lumber Badow, FL. 8.130 s Oct 26 2017 MITek Industries, Inc. Mor. Jan 55 08.65.37 2618 Page 1 ID Wjl)yiuZDwOdi2xygntYl3zgvcy-AUYOEiRDw9moNJw_ahgRCLPYmWs3Lo3inb3_v00zv9YK G- O 0-11-8 G 0 0 1' P LOADING ( psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 014 TCDL 10.0 Lumber DOL 1 25 BC 0,04 BOLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb,'sizel 5=150?0-7-8, 3=-17!Mechanlcal, 4=1/Mechanical Max Harz 5=57(LC 12) Max Uplift 5=-25(LC 8), 3-17(LC 1), 4-21(LC 12) Max Grav 5=150(LC 1), 3=6(LC 8), 4=17(LC '10) FORCES. 01d) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale- 1 11.2 15x4 II DEFL, in (fee) I/deft L/d PLATES GRIP Vert( LL) -0,00 5 >999 240 MT20 244 190 Vert( CT) -0,00 5 >999 180 Horz( CT) -0,00 3 n/a Na Weight 6 lb FT = 20°! BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals_ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection, in accordance with Stabilizer LnstallaUan uide. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasil=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; 13=45ft; L=24ft; eave=oft; Cat. 11, Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone. end vertical 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 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 25 lb uplift at joint 5, 17 lb uplift at joint 2 and 21 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING . Verify design p iramaeterec and READ NOTES ON THIS AND INCLUDED NUTEK REFERENCE PAGE M1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M Tek=k, correcto This design is based only upon parameters shown,.. and is for an ,ndiwdual building component. not a truss >ystem. Before usethe au,lding desig e- must verify the appliaability of design parameters and properly ,ncorporale this design into the overall bWlding design. Bracing indicated ,s to prevent hackling of indiwduai truss web, and/or chord members only Additional temporary and permanent bracing c s always regained to, stah'ins and to prevent collapse with possible personal injury ar d property damage_ For general guidance regarding the - fabricationstorage_ delivery, erection and gracing of tresses and truss systems. see ANSIFTF'it Quality Criteria, DSB-89 and Best Building component 6904 ParKe cast Blvd_ Safety urfonnation available fmm Truss Plate Institute, 218 N_ Lee Street. Suite 312. Alexan<Ina. VA 22314. l Tampa, FL 36610 as 1AG T Sq Prnl2091 Marrero A C t Tray T12955028 Mid -Florida Lumber , Bartow. FL. 8.130 s Oct 26 2017 Was Industries, Inc. Mon Jan 15 09.51:02 201d Page 1 ID VYDyiu2DwOril2xygntYE3zgvcy-AgB84r FYvGTk3NwJ31 sN8GOy0noCmF6G8n3uVbzv9X? 1_ 0- Q-11-8 1=0-0 _ a -a 00 }12 I LOADING (par) SPACING- 2-0-0 CSI, TCLL 20.0 Plate Grip DOL 1,25 TC 0.60 TGDL 10.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WE arfo BCDL 10c GOdE FBC2017 TPI2Q14 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WE6S 2x4 SP No.3 REACTIONS. (lb/size) 5=15010.3-8, 3=-221Mechanical, 4=3lMechanical Max Herz 5=103(LC 12) Max Uplift 5=96(1_C 10), 3=-87(LC 12), 4=-142(LC 12) Max Gray 5=179(LC 12), 3=55(LC 10), 4=108(LC 10) FORCES, t1b) -Max, Comp,/Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1217 5 3x4 = DEFL. in (loc) Ildefl LJd I PLATES GRIP Vert(LL) -0,00 5 >999 24U M 120 244/190 Vert(CT) -0.00 5 >999 180 Hor<(CT) -0.06 3 rite DID Weight 9 lb FT = 20 BRACING - TOP CHORD Sheathed or 1-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recornmends that Stabilizers and required cross bracing jbe installed during truss erection, in accordance with Stabilizer Installation vide. i NOTES- 1) Wind. ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL-3.0psf, h=15ft, 6=45ft, L=24ft, eave=4ft, Gat. 11, Exp B, Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone, end vertical 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 fit between the bottom chord and any other members. 4) Refer to girder(s) for treks to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 5, 87 lb uplift at joint 3 and 142 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNfNG -Verify design parameter., and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE hilt-7473 rev. 1010312015 BEFORE USE. I Design, valid for use only with M4TekE, connectors. This design is based only upon parameters shown- and is for an Individual building component, ar a tntss system. Before use. the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall ! build rig des ga. Bm fg ldicated i5 to prevent buckling o[,od voical truss web and- -bond members only Add Lpnal temporary antl permanent bracing is always regmred for stability and rc prevent collapse wtth poss;ble person at rnlury anc pmeery damage. For gave a! guidance regard!rag the _. fabncafion, storage, delivery, erection and bracing of trusses and truss systems. see ANSIJTPI1 Qualitycriteria, C1SB-E4 and BC51 Building Component Safety Information available from, Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. 9 P 890A Parka East Blvd pampa-Fi 3661`t Job P2091AC-T ICJIC ss Type Ply : Park Sri Hm12091 Madrona A C Tray T12955029 Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 15 07:35.23 2018 Page 1 ID WC?yiuZDwOdi2xygntYl3zgvcy-PRWutPBee_3mWSvkvM61F901AzkA0a,J6d5rA22zvAjY 1-0-0 0-11-8 1- 0-0 - 0-11-8 6, 00 '12 5x8 MT20HS 11 I- i.7-0--Q--I Scale = 1 24.4 LOADING ipsf SPACING- 2-0-0 CSI DEFL- in loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(LL) 0.00 4-5 1999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Verl(CT) -0.00 4-5 >999 180 MT20HS 187/143 BOLL 0.0 * Rep Stress Incr YES WB 0,00 Horz(CT) -0,12 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Weight: 10 to FT 20% Matrix-MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ibtsize) 5=150/0-7-8. 3=-21/Mechanical, 4=311relechanical Max Horz 5=157(1_C 12) Max Uplift 5=-247(LC 10), 3-156(LC 12), 4=247(LC 12) Max Grav 5=344(LC 12), 3=117(LC 10), 4=206(LC 10), FORCES. Ob) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gustl Vasd=108mph. TCDL=4.2psf, BCDL=3.Opsf, h=15ft. B=45ft: L=24ft. eave=oft, Cat. II: Exp B; Part, Encl., GCp1=0.55, MWFRS (directional) and C-C Exteriop2) zone. end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint 5, 156 lb uplift at joint 3 and 247 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with k Tek4:connectors. This design is based only upon parameters shown,. and is for an rnd vdi al building componentnot a muss system. Before usethe building designer must verify the applicability of design parameters and properly rncotporaie this desgn into the overall budding design- B aang indicated is 10 prevent buckling of individual truss eb andior chord members only. Addtional temporary and permanent bracing i is always required for atatrklt and to prevent collapse withpossible personal injury anc. poperly damageFor general gurdance regard mg the NOR fabocabon. storage, delivery o. eosar and bra uhg of trusses and truss systems- see ANSIfTPII Quality Crfteria, DSB-89 and BCSI Building component 6904 Parke E-1 Blvd. Safety Information available from Truss Plate 6uthu e. 218 N- Lee Street, Suite 312. Alexandra, VA 22314 1 Tampa. FL 36610 Job Truss `Muss Type iQty !Ply Park Sq Hm!2091 Madrona A_C,°`Tray ---- I T12955030 iP2091AC-T iCJ3 iJACK 8 1 i__ ,aAti [2eference o tionaf Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07-35:23 2018 Page 1 ID blrlDyiuZDwOdi2xygntYl3zgvcy-PRWutPBee_3mlVSvkvM61 F90tRzgIQaJBd5rA22zvAY t-------1-0-0.—..__..._ —_ 3-0-0 Scale. 1"=Y 2,,4 -- LOADING (pa) SPACING- 2-0-0 CSI. DEFL. in too) Itdefl Lid PLATES GRIP TCLL 20.0 Plate Grip ROl_ 1,25 TC 0,09 Ved(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL t25 BC 0,07 Ved(CT) -0,01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES VVB 0.00 Hord(CT) -0.00 3 ma nia BCDL 10.0 Code FBC2017(TP12014 Matrix MIP Weight- 11 lb FT - 20 t LliMt3ER• BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 POT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing_ REACTIONS. (lb/size) 3=691Mechanical, 2=186f0-8-0, 4=351Mechamcal Max Harz 2=61(LC 12) Max Uplift 3=25(LC 12), 2=-50(LC 12) Max Grav 3=69(1-(C 1), 2=186(LC 1), 4=52(LC 3) FORCES. (o) - 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=3.0psf, h=15ft, 6=4511; L=24ft, eave=4ft, Cat. If Exp B; Encl.. GCpi=0.18; MVVFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interionl) 2-0-0 to 2-10-4 zone;C-C for members and forces 4 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottorn 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 25 lb uplift at joint 3 and 50 Ib uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature roust be verified on any electronic copies A, WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10V03y2015 BEFORE USE. Design valid to- use, only with KI ekl, connectors- This design is based only upon parameters shown and is for an rid v dual ouildina component, not a truss symom- Before Ise. the bwlding designer must verify the applicability of design parameters and properly incorporate this design into the overall omidiir, desgn. Brae ng and -ldd is to prevent buckling of idivulnit truss web andror chord members only- Additoral tempora an : pen ianerd b•acltg is always reatrlrec for stability and to prevent collapse with possible personal injury and property damage- for general guidance leti.ming the ROW fabrication, storage, deliveryerection and bracang of trusses and truss systems, see ANerriall Quality Cntena, DSB-89 and BCS1 Building component G9D4 Parke East Blvd, Information available troin Tross Plate Institute. 218 N- Lee Street, Suite 312. Alexandria. VA'22` 14- Tampa FL 3661E Job iTruss ;Truss 1 ype Qty iply Park Sq Hin/ 2091 Madrona A_C t Tray T12955031 j P209IAC-T C13A iSPECIAL. 1 1 1 Jgb Fj renee (oRtl6nal)_ I Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek industries. Inc Mon Jan 15 07.35-24 2018 Page 1 ID W1DyuZDwOdi2xygntYl3zgvcy-ud4G51BHPIBd8cUxT4dGnNZ18MAo91ZKdbkbUzvNX 1-0-C 1-0-0 2-0-0 Scale = 1 26.7 nn 4 5.4 II LOADING (psf) SPACING- 2-0-0 CSL DEFL. In foe) Udefl L/d PLATES GRIT' TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0,01 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL t25 BC 0,12 VerhCT) -0,01 6 >999 180 BCLL 0.0 Rep Stress Incr YES W6 0,00 Hofz(CT) -0.01 4 ma ma BGDL 10.0 Code FBC2017, rP12014 Matrix -MR Weight. 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 3-6 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=19210-8-0, 4=71 /Mechanical, 5=23='Mechanical Max Herz 8=62(LC 12) Max Uplift 8=37(LC 12), 4=-38(LC 121 Max Grav 8=192(LC 1), 4=74(LC 17). 5=40(LC 3) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, 13=45ft, L=24ft, eave=4ft, Cat. 11. Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exte€9or(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-4 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 five 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 37 IS uplift at joint 8 and 38 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify da of m parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11,111-7473 rev. 1010312,015 BEFORE USE, Design valid for use only with MtTeker connectors- This design is based only upon. parameters shown- and is for an individual building component, not a truss system. Befo e use.. the budding designer nmst veniy the applicability of design parameters and property incorporate this design into the overall oudorip design. B acing indicated is to prevent buckling o. nd dual truss web and=or chord members only. Addiroual temporary, and permanent bracing is always required for stability and to prevent collapse with possible personal dnlury and property damage- Par ge deral guidance regarding the i, fabrication- storagedelivery, erection and bracing of trusses and truss systems, see ANSIITRit Quality Criteria, DSB-89 and SCSI Building Component ( 6904 Parke East Blvd. Safety Information available. from Taos Plate Instac e. 218 N- Lee Street. Suite 312- Alexandria. VA 2231A Tampa, PL 36610 Type P2091AC-T rim, 2091 Meat ona A_C T12955032 1 5.4 An, ! t ? 8.130 s Uct 26 201 i M i rf, Industries, Inc. Mon Jan 15 09.57.45 2018 Pagel in WjDyiuZDwOdl2xygntYl3zgvcy-06kiP5U_WnUudj a4Z7SOKiQ_6XKKgNc1z_gMzv9WK 3xsl 4 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in lac) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0,17 Vert(LL) 0.00 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0,08 VerpCT) 0.01 5-6 999 180 BCLL 0.0 Rep Stress Incr YES UVB 0.09 Horz(CT) 0 01 3 nta n='a BCDL 0.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS, (lb/size) 6=191,10-3-8, 3-651Mechanical, 4-287Mechanical Max Herz 6=129(LC 12) Max Uplift 6=-10(LC 8), 3--24(LC 12), 4=-95(LC 12) Max Gras 6=191(LC 1), 3=65(LC 1), 4=84(LC 10) FORCES. (b) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-163,1298 Scale = 1.26 6 PLATES GRIP MT20 244t190 Weight 21 lb FT = 20% BRACING - TOP CHORD Sheathed or 3-0-0 oc puffins. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation,guide.--__.__------------------------------' I NOTES- 1) Wind, ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf. BCDL=3.Opsf, h=15ft: B=45ft, L=2411; eave=4ft, Cat. If: Exp B, Encl., GCpi=0,18, MWFRS (directional) and C-C Extenor(2)-0-11-8 to 2-0-8, Intenor(1) 2-0-8 to 2-10-4 zone, end vertical left exposed;C-C for members and forces &r 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 6, 24 lb uplift at joint 3 and 95 Ib uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev. 10/03/2015 BEFORE USE. Design vabd for use only with M[Tenp connectors_ This aesq is based adly, per parameters shown. and to for ae individual building component. no! a truss system_ Before use. the budornq designer must verity+ the apphcaAlkty of design parameters and properly incorporate this design into the averali building deaagn_ ft,aomg ndicated is to prevent Duck€mg of ondiwdual miss web andior chora members only. Addtux;ai tempos aty and per!»anenl aradng is always required for stability and to proven! collapse with possible personal injury and property damage- For general guidance regarding the fabricationstorage, t iivery, erection and bracing of misses and truss systems. see ANSI1TR11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Else. Safety Information available from Tr— Plate Institute, 218 N. Lee Street- Suite 312- Alexandra, VA 22314- Tampa- FL 36610 Jab Tntss iTruss Type Qty 'Pty Park Sq Hni.' 2091 Madrona A C /Tray Tt2955033 iP2091AC-T ICJ3T "SPECIAL i2 t " I.gn_I? Reference1ojot aonpL Mid-Flolnda Lumber, Bartow, FL. 8,130 s Sep 15 2017 Mi I ek Industries. Inc. Mon Jan 15 07.3525 2018 Page 1 to WjDyiuZDwOdi2xygntYl3zgvcy-Mgeel4CvAcJUIm371 n8VKa6DHmVt.uUpU4PKH7wzvAjW 1-0-0 .. ..------------- ---_ — 2-7-8 ___---- -------------- 3-0-0 1-Q-0 --- . -- 2-7-8 0-4-8 Scale 1"=1, 2.4 =_ LOADING (psf) SPACING- 2-0-0 cSL TCLL 20.0 Plate Grip DOL 25 TC 0.13 TCDL 10.0 Lumber DOL 1,25 BC 0.16 BGLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017,7P12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-7. 2x4 SP No.3 REACTIONS. (tb?size) 2=189./0-8-0, 5=118?Mechanica) Max Horz 2=69(LC 12) Max Uplift 2=48(1_C 12), 5=-36(LC 12) FORCES. fib)- Max. Comp./Max. Ten-- All forces 250 (B) or less except when shown. DEFL. in (loc) I==`dell L'd PLATES GRIP Vert(-L) -0.01 7 >999 240 MT20 244t190 Vert(CT) -Q01 7 >999 180 1 Horz(CT) 0.01 5 nia n?a Weight- 13 Ib FT = 20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf. h=15ft, B=45ft: L=24fti eave-41`t; Cat. 11, Exp B, Eno(., GCpt=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-5, Interlor(1) 2-2-5 to 3-0-0 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 48 Its uplift at joint 2 and 36 Ib uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 10t0312015 BEFORE USE. Dessgn, valid for use only with MiTakRRa Conn actors_ This design e based only upon parameters shownand is for an individuat building component. not a miss system. Before usethe banding designer nust verity the applicability sr' parameters and properly mcorporate this desigr t6 the overall building design_ Bracing Indicated is to prevent buckling of individual truss eb and?or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse wHim possible personal injury and property damage- For general guidance regarding the PROW fabncanon storage_ delrverysu- n n and bracing of trusses and truss systems. see ANSttTPH Quality Cmena, DSR-89 and Bost Building Component 6904 Paeke cast Sind. Safety information available from Truss Plate Institute, 218 N_ Lee Straet. Suite 312. Atexandra, VA 22314_ Tampa, FL 36610 Job iTruss TrussTypeQty ply Park Sq Hm12091 Madrona A_C /Tray T12955034 P2091AC- 1 CJ5 i,IACK Ipjp Reternc° ttonAl Mid - Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MtTek Industries, Inc. Mon Jan 15 07:35,26 2018 Page 1 In - Wj Dyi uZDwOdl2xygntYl3zgvcy-gOCOWQ DXxvRL NveJbVfktoeL9ApEdx2dJ34gfNzvAj V O0 600 Scale = 1.17.0 3 2x4 = LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10,0 Lumber DOL t25 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 2x4 SP No.2 CSII' i DEFL. in (Joe) Itdefl Lfd PLATES GRIP TC 0.31 Vert(LL) 0.04 4_7 >999 240 MT20 244/190 BC 0.25 Vert(CT) -0.06 4-7 -999 180 WE 0.00 HOrz(CT) -0,00 3 n,ta n,/a Matrix - MP Weight: 18 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=126tMechanical, 2=26110-8-0, 4=6311vlechanical Max Harz 2=89(LC 12) Max Uplift 3=-49(LC 12), 2=-54(LC 12) Max Gray 3=126('LC 1), 2=261(1_C 1), 4=91(1_C 3) FORCES. ( Ib) -Max, Comp./Max, Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=1511; B=45ft; L=24ft: eave=4ft. Cat. Il; Exp B, Encl., GC:pi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 4-10-4 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 nonconcunent 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 49 Ib uplift at joint 3 and 54 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING Verdy dasi - grr pararnetars and READ NOTES ON THIS AND INCLUDED &9tTEK REFERENCE PAGE MIt-167:i rev. 70/01f10t5 BEFORE USE. i Design valid for case ,Ny.,In Mf'ekx con —ton, This design is based only upon parameters shown, and is for an individual building component, not a truss syslem. Befo r use, the building designer most verity the applicability of design. parameters and property incorporate this design into the overall building, design- Bracing Indicated is to prevent buckling of individual truss web andbi chord members only. Addlior al to rrporary and permanent bracing s is always required to,, stability and to prevent collapse with possible personal injury and property damage- For general gadance regarding the fabricationstorage- dellvei = erection and bracing of trusses and truss systems- see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd SafetyInformation avaja6ie froin Truss Plate institute. 218 N- Lee Street, Suite 312- Alezandna, VA22314- Tampa, FL 36610 Job iTruss Truss Type Cry IPly Park Sq Hart 2091 Madrond A_C i Tray T12955035 P2091 AC-T iCJ5T :SPECIAL '2 1 i.Jpb- Reference(Q-ption l}— Mid-Flonda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07,3527 2018 Page 1 ID WIDyiuZDwOiil2xygntYl3zgvcy-lCmPimE9iDZb?3DVV8CAzP?BTGa8OMOlmYjpOBpzvNU 1-0-0 2-7-8 2-4-8 Scale = 1.1 S 4 2x4 -- LOADING (psf) SPACING- 2-0-0 CsL DEFL. in Qoc) Ildefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,48 Vert(LL) 0.07 6 >802 244 MT20 244/190 TCDL 10.0 Lumber DOL t25 BC 0.32 Vert(CT) -0.10 6 -597 180 BCLL 0.0 Rep Stress Incr YES WE 0,00 Horz(CT) 0.05 5 n1a nia SCDL 10.0 Code FBC2017='TP12014 Matrix -MR Weight 191b FT 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing. 3-7: 2x4 SP No.3 REACTIONS. d1olsize) 4=114lMechanical, 2=26710-8-0, 5=81/Mechanical Max Harz 2=90(LC 12) Max Uplift 4=-38(1_C 12), 2=-53(1_C 12), 5=-8(LC 12) Max Grav 4=114(LC 1), 2=267(LC 1), 5=88(LC 3) FORCES. ( Ib) - Max. Comp.?Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: SCDL=3-Opsf, h=15ft, 6=45fL L=24ft. eave=oft, Cat. 11, Exp B. Encl., GCpi=0.18, MWFRS (directional, and C-C Exterior(2) -1-0-0 to 2-0-0. interior(11 2-0-0 to 4-11-4 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 38 Ib uplift at joint 4, 53 lb uplift at joint 2 and 8 lb uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Verify design p—mr.tars and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid to, use only with MtTeke, connectors. The design is based only upon parameters shown. and v for an individual building componentno! a truss system. Before use iris building designer mus` verify the apoirat flay of design parameters and property incorporate the design into the overall building design Bracing indicated Is to prevent bucking of Indiwdual truss wen and/or chord members only Additional temporay and permanent braung is always required for stability and Is prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncat;on. storage - delivery. erection and bracing of trusses aril truss systems. sae ANSIITPi1 Quality criteria, DSB-89 and SCSI Building Component 690A Parke East Blvd. Safety paorrnattou available from Truss Plate Instrtute, 218 N. Lee Street, Sure 312, Alexandna. VA 22314. Tampa, FL 36610 Job 3Tito" Truss Type oty !Ply i Park Sq Hmt2091 Madrona A_C t Tray , T12955036 iP2091AC-T IGI iHIP i1 1 i Jotj_Refere_nce-Loptrgn, Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Milek Industries, Inc- Mon Jan 15 0735:28 2018 Page 1 ID: Wj Dyiu ZDwOdi 2xygntYl3zgvcy-mOJnW Fn SXi2cDoilwiCyDk7_k_Nt5ofwmNZxkFzvAjT 1- 0-0 3-94 ---- 7-0-0 - _t 1,- 2-4-0 15-6-12 19-4 0 _ t 201-4-0{ i -- "--- -, — - -- - - - 1- 0-0 3-9-4 3 2-12 5-4-0 3 2-12 3-9-4 1-0-0 Scale = t34-8 q d4x5 — 18 19 4x8 — 4x4 - 3x5 = 3x8 = sx4 = 3x5 = LOADING ( psf) SPACING- 2-0-0 CSL TOLL 20.0 Plate Grip COL 1.25 TC 0,82 TCDL 10,0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr NO W6 0.25 BCDL 10.0 i Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4- 5: 2x4 SP No,1 BOT CHORD 2x4 SP 1\10.2 WEBS 2x4 SP No.3 REACTIONS, ( lb%size) 2=1428/0-8-0, 7=1428/0-8-0 Max Harz 2=-77(]_C 6) Max Uplift 2=-368(LC 8), 7=-368(LC 8) DEFL. in (loc) Itdefl Ltd PLATES GRIP Veri( LL) -0,09 9-11 >999 240 MT20 244,1190 Vert( CT) -0.18 9-11 -999 180 Horz( CT) 0.07 7 nia Na j Weight 93 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. FORCES, f1b) - Max- Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-26611685, 3-4=-24681662, 4-5=-22081617, 5-6=-2467/662, 6-7=-2661/685 BOT CHORD 2-11=-55312351, 9-11=49812206, 7-9=-553,12351 41EBS 3-21=-278164, 4-11=-46t654, 5-9=- 46/654, 6-9=-279164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph. TCDL=4.2psf, BCDL=3.0psr h=15ft, B=45ft, L=24ft, eave=oft, Cat- 11. Exp 3, Encl., GCpi=0.18, MWFRS (directional). Lumber DOL= 1.60 plate grip DOL=1.60 31 Provide adequate drainage to prevent water pending. 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 368 to uplift at joint 2 and 368 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Its down and 201 to up at 7-0-0, 95 to down and 105 to up at 9-0-12. and 95 Its down and 105 lb up at 10-3-4, and 185 to down and 201 Ib up at 12-4-0 on top chord, and 321 to down and 95 lb up at 7- 0-0, 66 to down at 9-0-12, and 66 Its down at 10-3-4, and 321 Ito down and 95 to up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 (pit) Vert: 1-4--60, 4-5 =-60. 5- 8=-60, 12- 15=-20 Concentrated Loads (Im Vert 4=-138(F) 5=-138(F) 11=- 321(F) 9=- 321(F) 18=-95(F) 19=-95(F) 20--41(F) 21=-41(F) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. P—g -lid for use only witn MiTeklff, connectors. This design is based only upon parameters Shown one is for an individual building component, not a true, system Before nse the building designer must verify Eire applicability of design parameters and properly incorporate this des gn,nto the overall building design. Brae ig indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing s always nsq.red for stability and to prevent collapse with possibly' personal injury and properly damage. For general guidance regarding the fabrication. storage, delivery, election and bracing of trusses and truss systems. see ANSUTPn Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandr.-a, VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies New 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type cry Ply # Park Set Hm'2091 Madrona A—C I Tray T12955037 P2091AC-T G2 i-ilp 1 oRele __)hb — B Mid- Flonda Lumber, Bartow. FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07 35,29 2018 Page 1 to WDyiuZDwOdl2xygtitYl3zgvcy-Ebt98SFPDqqvENMLjGdDRUQGqRNjmqGq3?11VGhzvAqS 1- 0-0 1 4-9-4 9-0-0 2 10-4-0 14-6-12 19-4-0 20-4-0 I — -------- ---------- V_ 0 4-9-4 4-2-12 1-4-0 4-2-12 4-9-4 1-0-0 Scale = 1 36,2 4x4 4,, 4 4 5 1 4h' 64x4 = 416 4X4 3x4 = 3x4 LOADING ( ps1) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 10.0 Lumber DOL 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr YES W6 0.19 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP foo.2 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2=833/0-8-0, 7=833,10-8-0 Max Herz 2=96(LC 11) Max Uplift 2=-164(LC, 12), 7=-164(LC 12) DEFL, in (loc) I/defl Lid PLATES GRIP Vert( LL) -0.13 9-17 a999 240 MT20 244/190 Vert( CT) -0.28 9-17 >820 180 Horz( CT) 0,03 7 n/a DID Weight 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc puffins. BOTCHORD Rigid calling directly applied or 9-8-9 oc bracing. FORCES. 0b) - Max. Comp./Max. Ten, - All forces 250 (11a) or less except when shown. TOP CHORD 2-3=-1319/477, 3-4=-10071'370, 4-5=-847/362. 5-6=-10071370, 6-7=-1319/477 BOT CHORD 2-11=-357/1160 9-11=-157/8477-9=-365/1160 VVEBS 3- 11 =-380/235, 4-11 =-83/293, 5-9=-83(293, 6-9--38011235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vurt=140mjph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf. lb=15ft: 3=45ft, L=24ft. eave=411, Cat. It: Exta B, Encl- G(Cldi=018, MWIFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exti 9-0-0 to 10-4- 0, Intenor(l) 14-8-11 to 20-4-0 zone:C-C for members and forces & MVVFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 41 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 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 164 lb uplift at joint 2 and 164 Ito uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity ergo parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MIL7473,-1010312016 BEFORE USE Dategu valid for use only with MiTakIr connectors Tnis design is based only upon paranhatersshown- and is for -individual building co r-on! not a truss system before use the thruldinif designer must venly the applicability of design parameters and property incorporate this de -sigh into the overall building design Bracing indicated is to prevent buckling of Individual truss web anchor chord menmete, only. Additional temporary and perrhaneur bracing s .1wai, required for stability sire to tie,eie collapse war, P.-arle parson it injury and Property damage F., general guidance regarding the fabucarm, the, age oehe,, erection and b,sami of mm— and tmes 11V,nems see ANSIITPII Quality Chiena, DSB-89 and SCSI Building Corbloorano 6904 Parke East Blvd - Safety information available from trust, Plate loshints 218 N. Les, Street Suite 3,12 Alexandria. VA 22314 Tienia. 1- 36610 Job Truss `;Truss Iype --- --- --'Ore iffy --- Park Sit Pro/ 2091 MadronaA ClTray --i I T12955(138 P2091AG-T C3COMMON t ----------------Job aferelice (Gptionafl Mid -Florida Lumber, Bartow, FL_ 8.130 s Sep 15 2017 MiTek Industries, Inc_ Mon Jan 15 07.35-30 2018 Page 1 I D: Wj DyiuZDwOdl2xygntYl3zgvcy-inRX LoG 1 _SymsXx4gKkg 1 ep25n 1 RYiYDEh2208zvAjR 1 G _ _._____ 9' v . .._._.._-_... _ 14_2_12 19-4-0 .___. 20-4-0 , 5-1 -4 4-6-12 4-6-1.2 5-1-4 1-0-0 i Seale = 1:34.7 4x4 = 4 4x4 :_::. 5xH —' 4x4 Plate Offsets LOADING (par) SPACING- 2-0-0 CSL DEFL. in toe) Itdefl L,1d PLATES GRIP TCLL 2Q0 Plate Grip DOL 1,25 TC 0,44 Vert(LL) -0,14 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.87 VerbCT) -0.30 8-11 >765 180 BCL` 0.0 Rep Stress Incr YES Wt3 0.22 Horz(CT) 0,03 6 n/a nfa BCDL 10.0 Code FBC2017/TP12014 I Matrix -MS Weight: 87 lb FT = 20°In LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 ao purBm. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=833/0-8-0, 6=833,/0-8-0 Max Herz 2=-102(LC 10) Max Uplift 2=-164(LC 12), 6=-164(LC 12) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1302/424, 3-4=-977,'331, 4-5--9771331, 5-6=-1302/424 BOT CHORD 2- 8=-294t1141. 6-8=-312t1141 WEBS 4-8=- 136?588, 5-8-387{215, 3-8=387,1215 NOTES- 1 i Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15fl B=45ft. L=24ft eave=oft. Cat. 11, Exp 6, Encl.. GCpi=0.18. MWFRS (directional) and C-C Exterfor(2) -1-0-0 to 2-Cr-0, Intenor(1) 2-0-0 to 9-8-0.. Extenor(2) 9-8-0 to 12-8-0 zone,C-C for members and forces & UWFRS 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 3-6-0 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 164 to uplift at joint 2 and 164 Its uplift at Joint 6. Printed copies Of this document are not considered signed and sealed and the signature must be verified On any electronic copies Al WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtl-7473 rev_ 10/03/2015 BEFORE USE. Design valid for use only with M Tskt§ connectors_ This design is based only upon parameters shown, and is for an individual buiidmg component. not a truss system. Before use, the bolding designer must verify the applicability of design parameters and properly incorporate this design into the overall buildi tg design_ B-acing Indicated .s to prevent buckling of indnodual huse web andlor chord members only Additro Lai tenrito-ary and pertnanen; b=ac ng is always required for stability and to prevent collapse wrtn possible bersooal njury and prepeny damage. For general guidance regarding_ the taoncauonstorage- dervery. erection and bracing of trusses and truss systems. see ANSIRPH Quality Critaha, DSB-89 and Boat Building Component BEvd. Safety infomtatwo avadaole from Truss Plate Institute. 218 N_ Gee Street. Suite 312, .Alexandna69-^,4 r arks Easi _ VA 22314. ) Tampa, PL Easi Job Truss Truss Type Qty ;ply Parts So Hmi 2091 Madonna A C `Tray T12955039 P2091AC-1 G4 (COMMON I Ma-Flonda Lumber, Bartow, FL 8,130 s Sep 15 2017 MiTek Industries, Inc. Mori Jan 15 07 35 30 2018 Flags I ID IvMDyjuZDwOrii2xygntY[3zgvcy-inRXLoGl_8ym-,Xx4qKkglep_qril_YikDEh2208zvA4R 1-0-0 4-2 1 18-1 ` -8 1-0-0 5-1-4 4-6-12 4-6-12 4-8-12 4x4 I 4x4 =- 5X8 = 4x4 - LOADING (psf) SPACING- 2-0-0 csI. TCLL 20.0 Plate Grip DOL 125 TC 0,46 TCDL 10.0 Lumber DOL 1,25 BC 0,84 SCLL 0.0 Rep Stress Incr YES WE 0,21 BCDL 10'0 Code FBC2017,7PI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 VVE B S 2x4 SP plo.3 REACTIONS. (lb/size) 6=757/0-3-8, 2=82010-8-0 Max Herz 2=98(LC 11) Max Uplift 6=-126(LC 12), 2=-162(LC 12) FORCES, Ila) -Max. Corrip./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1268/424, 3-4=-9431322, 4-5=-9391332, 5-6=-1240/427 BOT CHORD 2-7=-334/1112, 6-7=-315/1058 WEBS 4-7=-136,,555, 5-7=-3361/198, 3-7=-388/215 DEFL. in (too) boor Ltd PLATES GRIP Vert(LL) -0,14 7-13 1999 240 MT20 2441190 Vert(CT) -0,31 7-13 >726 180 Horz(CT) 0,03 6 nia n/a weight 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.0jpsf, h=15ft, 6=45ft: L=24ft. eave=4ft: Cat. 11, Exp B: Encl., GCpi=0.18, MW`RS (directfornal) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 12-8-0 zone:C-C for members and forces & MWIFRS 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 20CElsf 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. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 126 Its uplift at joint 6 and 162 lb uplift at joint 2. 6 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M[TEK REFERENCE PAGE 11,111-7473rev. 1010312015 BEFORE USE. Design vslid for use only with MiTeKe, con-st.irs, The design is based only upon parameters shown and is flo an individual building component not a truss system. Before use the building designer must 'cnfy the, applicability of design parameters and ph,rody,noorponee this des fin.into the overall tinild,ing design Gracing indicated is to for -fort buckling of,rci 1rus-, web ahlro,, chord mernmers only Addloolial renghorary and permanent Donong is atva,s required to, stability and to prevent col apse with possible personal injury and propertydarna9t, For general guidance regarding me mare, fabrication storage delivery erection and bracing of trusses and truss systems see ANSILTPH clearly CnInina. DS"S and Beef Building Component 6904 Parke [,,.as! Plod Srifri Information available from True,, Plate. Institute, 218 N. Lee Street, Suite 312 Alexandria VA 22314 i Tampa. FL 36610 lob Truss (Truss Type Qty !Ply Park Sul Hmf 2091 Madrona A C / Tray I T12955040 j P2091AG-T !G5 SPECIAL i1 ! 1 L4.IQ.LR@terericf_,(Qp0 r Mid -Florida Lumber, Bartow- FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35.31 2018 Page 1 ID Wj DyiuZDwOdi 2xygntYl3zgvcy-Az?vZBHgI S4dThMiN2 FvarMB VBP VH59MSLnbKazvAi Q 1-0_0 5-1-4 4-6-12 6-0-0 3-3-8 Scala = 1-.34.4 4x4 - 4x4 5x8 = 7 3x4 = 1,5x4 II 9-8-0 Plate Offset s LXY)- [9 0-4- 0 3 01 - ----- -- - - - LOADING (psh SPACING- 2 0-0 CSI. DEFL. In ioc) I/deft Lid PLATES GRIP TGLL 20-0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.17 9-12 >999 240 MT20 244M90 T CDL 10.0 lumber DOL 1.25 BC 0,76 Vert(CT) 0.36 9-12 >619 180 BCLL 0.0 Rep Stress ]nor YES WE 0,46 Horz(CT) 0.03 7 n.a nta i BCDL 10.0 Code FBC2017./TPI2014 Matrix -MS Weight 94 to FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. REACTIONS. (lbedze) 7=751/0-3-8, 2=81410-8-0 Max Harz 2=83(LC 11) Max Uplift 7=-127(LC 12), 2-159(LC 12) FORCES- (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1250/409, 3-4=-931/320, 4-5=-942/312, 5-6=-1038/338, 6-7=-7141253 BOT CHORD 2-9--399f1096, 8-9=-356/1082 WEBS 3-9-387i205, 4-9=-94/509,5-9=-357/156, 5-8=-581l241, 6-8=-390f1202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph:. TCDL=4.2psf, BCDL-3.Opsf:. h=15ft, 8=45ft: L=24ft. eave=oft, Cat. 11, Exp B, EncL, GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interedr(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Intenor(1) 15-8-0 to 18-9-12 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=9.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 5) ` This truss has been designed for a five 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 7 and 159 to uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Varity design paran1e1®1s and REAP NOTES ON THIS AND INCLUDED ktiTEK REFERENCE PAGE AiM-7473 rev. 101¢312015 BEFORE USE. E-on valid isr ose only with tri Tekfi eonnecto,s. This dr—ge is based only upon parameters showr- and is for an individual building component, not a trust/ system. Bofo se. me building doeq er nwst verity the applicability of design pararneters and property incorporate th s des gr into the overall PCrodcIngdesigBraiq .dioated is to,prevent buck) ng of rndrodual truss web andior chord members only_ Atal,onal ternporary and permanent brae ng is always regrn,ed for stanify and to prevent collapse with possible rspeonalniyiuand property damage. Foe geneal guidance regarding the fabrication, storage, dervery, erection add bracing of tosses add truss systems, see ANSIrrPi1 Quallty Omen., DSB-89 and SCSI Building Component ( 6904 Parke East Blvd. Safety Information available them Truss Plate Institute, 218 N_ Lee Street, suite 3t2. Alexandra. VA 22314_ j Tampa, FL Meld Job :Truss -Truss Type Cry ;Ply Park Sg Hm72091 Madrona A_C t Tray T12955041 IP2091AC-1 lG6 !SPECIAL Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07,35:32 2018 Page 1 I D: Wj Dyi uZDwOd i2xygntYl3zgvcy-fAZImU I lbMC U 5g5Txim863uJ HbkyOZ8V1i?X9tOzvN P 0-0-'----- 5-1-4 1-0-0 5-1-4 4-6-12 -- 4-0-0 -- - 59-8 Scale = 1 34.4 4x4 — 1 4x4 -- 5x8 = 3x4 -- 1,5svt LOADING (Daft SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 10,0 Lumber DOL 1.25 PC 0,74 BOLL 0.0 Rep Stress Der YES WB 0.41 OCDL 10.0 Code FBC2017,,TPI2014 Matnx-MS DEFL. in (too) Itdefl Ltd PLATES GRIP VerhLL) -0,18 9-12 >999 240 MT20 244t190 Vert(CT) -0.38 9-12 >595 180 Horz(CT) 0.02 7 nra ma LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. f1bslze) 7=75110-3-8, 2=81410-8-0 Max Horz 2=100(LC 12) Max Uplift 7=-131(LC 12), 2=-155(LC 12) FORCES. (to) - Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=--1253/404, 3-4=-9241310, 4-5=-9041316, 5-6=-9691325, 6-7=-6941273 BOT CHORD 2-9=-43111100, 8-9=-3361993 WEBS 3- 9=-393t214- 4-9=1261528, 5-9=-309t132, 5-8=487i207, 6-8=-361(1078 Weight 98 It, FT = 20 lc Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=241`F eave=oft, Cat. It Exp B. Encl., GCp1=0-18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 12-8- 0, Interior(1) 13-8-0 to 18-9-12 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate. grip DOL=1. 60 3) Provide adequate drainage to prevent water bonding. 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 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 131 to uplift at joint 7 and 155 to uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design parameters and READ NOTES CAN THIS AND INCLUDED MITEK REFERENCE PAGE Aaft-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 10iTek'80 connectors. This design is based only upon parameters shown and Is for an individual building component. not a truss sustain. BPfo.6 usethe buldhg designs, must verify the applicability of design parameters and properly incorporate this design into the overall build ng design. Bra +rig indicated a to prevent buckling of nd.vtdual truss v.eb and,,ochord members unly- Addrhanal temporary one permanent braang 41 Weis always requiredforstabilityandtopreventcollapsewithpossiblepersonalshjuryandpopertydamage. For general guidanceregarcting the fabocahon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIDW11 Quality criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. 4ee Street. Suite 312- Alexandria- VA 22314- Tampa- FL 36611, Job Truss :Truss Type i Qty !Ply Park Sq Fim/ 2091 Madrigna A C / Tray 112955042 P2091AC-T iG7 :SPECIAL 1 Re Mid Florida Lumber, Bartow, FL 8130 s Sep 15 2017 MiTek Industries, Inc, Mori Jan 15 07 35,33 2018 Page 1 ID VADyiuZDwOdl2xygiitYl3zgvcy-7M7g_qlwH3KLj_gf\/THNfGRS5?2?IlDfvlGiPTzvAjO 5-1-4 9-8-0 11-8-0 18-1 i -8 1-0-0 5-1-4 4-6-12 0-0 7-3-8 Scale = 1 34 4 4x4 7 4x4 5X8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CsL TCLL 20.0 Plate Grip DOL 1,25 TC 0,65 TCDL 10,0 Lumber DOL 1.25 BC 0.88 BOLL 0.0 Rep Stress Incr YES We 0-36 BCDL 10,0 Code FBC20171TP12014 Matrix -MS DEFL. in (fee) Udefl Led Ved(LL) -0.16 7-8 '999 240 Vert(CT) -0,32 7-8 o,702 180 Horz(CT) 0.03 7 n1a n1a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP blo.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS, lb/size) 7=751/0-3-8, 2=814/0-8-0 Max Herz 2=1 28(LC 12) Max Uplift 7=-136([_C 12),2=-150(LC 12) FORCES. (1b) Max. Comp./Max. Ten. -All forces 250 (i1b) or less except when shown. TOP CHORD 2-3=-1260/393,3-4=-931/283,4-5=-9011324 BOT CHORD 2-8=45711 105, 7-8=-328/890 WEBS 3-8=-386/220, 4-8=-173/633, 5-8=-296/159, 5-7=-960/357 PLATES GRIP MT20 244/190 Weight 98 In FT = 201% Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at mept 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind ASCE 7-10, Vult=l 40mph (3-second gust) Vasd=1 08mph, TCDL=4.2bsf, BCDL=3.0jnsf, h=1 511, B=45ft, L=24ft, eave=411, Cat. IL Exid B. Encl. . GCpi=Q 18. MWFRS (directional) and C-C Extenori -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 11-8-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 31 Provide adequate drainage to prevent water pending. 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.Qpsf 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 136 Ih uplift at joint 7 and 150 In uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A0, WARNING- Verity design p ...... rare And READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411,7473 rev, 1010312015 BEFORE USE, Design c.I,d for use only with M,Tevy, connectors This design is based only upon parameters shown and is for an individual building component not truss system. Be `a use..the building designer must verify the applicability of design parameters and F,operty,hoolpiolare this des,gn ,ril. in,. overall b0oring design- Bract nalo.tld is to prevent backlog of,rdr,,onal trove -l, andia, chord members only. Additional be-uporsny and permanent bracing is always mqu-d for stability and Is prevent collapse with possible personal injury and property damage For general guidance regarding the NF", fabrication storage, deloery, coon,re, .,,it p—mg of trusses and truss systems see ANSI/TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information Available from Truss Plate Institute. 218 N. Lee street note 312 Alexandria. VA 22314 Tames FL 36610 Job :Truss Truss Type I,Cry !Ply Park Sq Hmr` 2091 Madrona A_C, iTray T12955043 P2091AC-1 iGH MONO HIP t 1 t-- - ----- - - '2o Rptern4e alfgn I3 Mid -Florida Lumber, Bartow. FL. 8,130 s Sep 15 2017 MTek Industries, Inc- Mon Jan 15 07.35-34 2018.Paage 1 . In VADyi u7 [)wOd I2xygntYl3zgvcy-bYh2B9,1Y2 NSCKHF s3AocB UzctORtU iwo9JOGxvzvAjN F-' I-r,-0-----------------1 Q-4--------------------___-i-- 9---- 4..._.--------- 14 i 12.__.._----------[--- 1-8 ----- --------.-I 1- 0-0 7-10-4 1-9-12 4-7-12 4-7-1< Scale = 33-3 4x4 =- 3x4 = 1. 5x4 II 4 15 16 5 17 6 9 7 3x5 = 1.4 li 5x6 - 3x4 =_ i-...- __ 9-6. --!--- 1£t 6----------- - ------ -I 7- 1Q-4 Plate OffsetsX LOADING ( psf) SPACING- 2-0-0 CSI DEFL. In loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,65 Verna -Li -0,17 7-8 >762 240 MT20 244/190 TCOL 10.0 lumber DOL 1.25 BC 0-65 VerbCT) -0.35 7-8 >376 180 BOLL 0.0 Rep Stress Incr YES War 0,39 Horz(CT) 0,01 7 ma n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 98 lb FT = 20 f LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purling. BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 7=482/0-3-8,2=439f0-8-0,9=64510-3-8 Max Herz 2=156(LC 12) Max Uplift 7=-85(LC 9), 2=-31(LC 12), 9-194(LC 12) Max Grav 7=530(LC 22), 2=439(LC 1), 9=645(LC 1) FORCES. lib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-388/0, 3-4=-410170. 4-5=-338143 BOT CHORD 2- 9=-43/332. 8-9=-43•,332, 7-8=-105t328 WEBS 3-9=- 480/326, 5-7=-459/156 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, T'CDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft. L=24ft, eave=oft, Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 9--8-0, Extenor(2) 9-8-0 to 13-10-15 zone,C-C for members and forces & 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,O 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 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 85 In uplift at joint 7, 31 lb uplift at joint 2 and 194 lb uplift at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify dasfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev. 10103.2015 BEFORE USE. Design valid for use only veph t0 Tei connectors. This design. is Ort-0 only upon Parameters shownand is for an individual building component. not a truss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design- Bracing indicated is to prevent buckling of individual truss web and/or chord moribers only Additional temporary and permanent bracing No,,(to alwaysegai-ed to,, stabiloy and to prevent collapse with possible personal infary and progeny damage- For gerteral guidance regarding the fabncanonstoragedeliveryerection and tracing of trusses and cuss system. see ANSIFTPII Quality Criteria, OSB-89 and BCSI Building Component 690d Parke East Blvd. Safety Information available from Tross Plate Institute, 218 N-;_ae Street, Sufic 312. Alexandna- VA 22314. Tampa- FL M610 Jot) Cruss 'Truss Type iQty Ply Park Sq Hm! 2091 Madrona A-C Tray T12955044 P2091 AC-T J3C JACK 4 1 Mid -Florida Lumber, Barlow. FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Men Jan 15 07 35 35 2018 Page 1 ID:WjDy[tiZDwOril2xygntYl3zgvcy-3[EQOVKApga3ylq2cuKrkhV,AvowND_LyNzipTLZVAJM 2-11-8 Scale = 1 29.3 6.00 2_ 3 1 5.4 11 3x4 --- LOADING (par) i SPACING- 2-0-0 CSL DEFL. in floc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Veri(LL) 0,01 5-6 999 240 TCDL 10,0 1 umber DOL 1.25 BC 0,12 VerhCT) 0,01 5-6 999 180 BCLL 0.0 Rep Stress Incr YES WE 0,12 Horz(CT) 0.01 3 me ma BCDL 10,0 Code FBC2017ITP12014 Matrix -MP LUMBER- BRACING- TOPCHORD 2x4 SP hlo.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS, ( lb/size) 6=191/0-3-8, 3=65/Mechanical, 4=27/Mechanrcal Max Harz 6=193(LC 12) Max Uplift 6=-8(LC 10), 3=-42(LC 12), 4=-1 61 (LC 12) Max Grav 6=191(LC 1), 3=79(LC 17); 4=144(1_C 10) FORCES. dim - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown - WEBS 2-5=-267/417 PLATES GRIP MT20 2441190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 Do purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mphl TCDL=4.2psf, BCDL=3,0jpsf; lb=15ft; 8=45ft, L=24ft, eave=4ft, Cat. 11 Exp B. Part. Encl., GCpr-0.55i MWFRS (directional) and C-C Extenon21-0-11-8 to 2-0-8, Interehl) 2-0-8 to 2-10-4 zone; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1,60 state 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 8 lb uplift at joint 6, 42 lb uplift at joint 3 and 161 Ito uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vent y design E ... mahow and READ NOTES ON THIS AND INCLUDED Mi REFERENCE PAGE MU-7473 rev, l"3/2015 BEFORE USE. Design valid for use only with ol connectors This design or based only upon parameters shown. and is for on, individual building component not a truss syslen,. Before use the building designer ..,I verify the itiollbc.uhly of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent suckling of Individual truss web and or chord members only. Additional temporary and permanent bracing is always reaniied for stabilihr and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabricator, storage rLdi-ty, erection are bracing ofmusses and he", system, see ANSp-rPl1 Quality Cidlena. DSB-89 and BCSI Building Component 6904 ranks East Blvd Safety Information awegadl,s from Trdss Plot,. Institute 218 N Lee Street Sane 312 Als—rda, VA 22314 1 Tampa FL 36610 1 Job (Truss ,Truss Type oty Ply park So Hui? 2091 Madrona A_C 1 Tray i T12955045 P2091 AC-7 !J7 JACK 19 i L------- ..._.--- -- i,)ob Ratf*rpnaptJ.1L--_ Mid-Flonda Lumber, Bartow, FL._ 8,130 s Sep 15 2017 MiTek industries, Inc. Mon Jan 15 07.35.36 2018 Page 1 ID NDyiuZDwOrii2xygntYl3zgvcy-XxoocrLoa_iwaSPEAbr4Hv3ykC94ySX5edVMOnzvNL 7-0-0 1-0-0 - /-0-0 Scale = 1 22-3 3x4 -__ LOADING (psf) SPACING- 2 G O CSI. TCLL 20.0 Plate Grip DOE 1.25 TC 0.69 TCDL 10.0 Lumber DOL 1.25 BC 0,54 BCLL 0.0 ; Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017,./P12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Imsize) 3=181lMechanical, 2=34010-8-0, 4=89/Mechanical Max Horz 2=117(LC 12) Max Uplift 3-72(LC 12), 2=-59(LC 12) Max Gray 3=181(LC 1), 2=340,1_C 1), 4=129(LC 3) FORCES. (lb) - Max_ Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in ( loc) bdefl Ltd I PLATES GRIP Verf(LL) 0.12 4-7 >695 240 MT20 2441190 Vert(CT) - 0.23 4-7 >356 180 ; Horz(CT) Q 40 2 nla nta Weight_ 24 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting. 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=3.Opsf, h=15ft, B=45ft, L=24ft, eave=oft; Cat, III Exp B, Encl_ GCpi=0.18; MWFRS (directional) and C-C Exlenor(2) -1-0-0 to 2-0-0.. Intenor(t) 2-0-0 to 6-10-4 zone;GC 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 72 lb uplift at joint 3 and 59 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING , Verify design pa ameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with NeTekT,-- connectors This design is based holy upon parameters shown. and is for air individual building componentnot a truss 'system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this resign into the overall building design- Bracing indicated Is to prevent buckling of individual truss were and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and prooeny damage. For general guidance regarding the fabneation- storage, delivery, ere:.Lat and bracing of trusses and miss systems. see ANSI(TPH Quality Colena, DSB-89 and Best Building Component 6904 Parke East Bold. Safety Information available from Teas Plate Institute- 218 N. tee Street, Suite 3t 2, Alexandria. VA 22314. ; ampa. Fl 36610 Job Truss Truss Type !oty JPIy I Park Sg Hml2091 Madrona A_C 1 Tray 112955046 IP2091AC-T I'.., J7T iSPECIAL ';3 1 '.. lab Reference `a ti real Mid -Florida Lumber, Bartow, FL_ 8-130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 0735:36 2018 Page 1 K) NDyiuZDwOdl2xygntYl3zgvey-XxoocrLoa_iwaSPEAbr4Hv3v7C7kySX5cdVMOnzvAjL 1-0-0 2-7-8 O-O -7-8 4-4-8 Scale = 1:22-3 2x6 =— 2x4 Plate OfISetS,(X YJ_ 2_0-2-Q: duel j3:0 2-8 Q 2-11 LOADING (psf) SPACING- 2-0-0 est. DEFL. in loc) I/deft Ltd TCLL 20,0 Plate Grip DQL 1.25 TC 0,86 Ved(LL) 0,19 6 432 240 TCDL 10.0 Lumber DOL 1.25 Be 0.69 Vert(CT) Q32 6 258 180 BOLL 0.0 Rep Stress Incr YES W13 0,00 Horz(CT) 0.16 5 ma ma BCDL 10.0 Code FBC2017r7PI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-7. 2x4 SP No.3 REACTIONS. (lb/size) 4=1697Mechanical, 2=34610-8-0, 5=1071Mechanical Max Herz 2=118(LC 12) Max Uplift 4=-61(LC 12), 2=-58,'LC 12), 5=-7(LC 12) Max Grav 4=169(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (tb) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. PLATES GRIP MT20 2441190 Weight: 26 Ile FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 0o bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; 6=45ft, L=24ft, eave=4ft; Cat. I[. Exp B, Encl., GCpi=0.'18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0 intenor(1) 2-0-0 to 6-11-4 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 IS uplift at joint 4, 58 lb uplift at joint 2 and 7 ib uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verde design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wnh. Mil ek,& connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Wfo e use,, the building designer most ednN the appl.ablay of design parameters and property incorporate this design into the overall building design- 6 acing indicifled is to preveol buckling of individual truss web and/or chord members only. Additional temporary and pemtanent bracrig 4 is always required fa stability and I- prevent collapse with possible personal tnlury and properly damage- For genera; guidance regardng theNOW tabocauon- storage, delivery, erechon and bracing of dosses and truss systems, see ANSIrrPil Quality Criteria, DSB-89 and SCSI Building component - Safety Mtormatlon available from Truss Plate Insmuh, 218 N- Lee Street, Sure 312, Alexanria6904 Parke East Blvd d. VA 22314- Tampa. rL East Job Truss Truss Type Qty IPly Park Sq Hm' 2091 Mad€ona A_C, Tray T12955047 2 1P2091AG-T KJ4 TACK L- --._ _?b RefPrQi p aptjgr _ Mid-Flonda Lumber, Bartow, FL. 8,130 s Sep 15 2117 Miley Industries, Inc. Mon Jan 15 07.35-37 2018 Pagel ID'WIDyiuZDwOdl2xygntYl3zgvcy-?7MBpBLQLlgnCc_RkIM,Jp6bCgcYf ivwFrHEwYEzvNK 0 4-2_7 5-0 4-2-7 Scale = 1.28.9 d id i^.J 1,5x4 II 3x4 - LOADING (psf) SPACING- 2-0-0 cSL TCLL 20.0 Plate Grip DOL 1,25 TC 0.36 TCDL 10.0 Lumber DOL 1.25 BC 0,32 BOLL 0.0 Rep Stress Incr NO WB 0.06 BCDL 1010 Code FBC20171TP12014 Matrix -MP DEFL. in (too) I,rdefl Lid PLATES GRIP Vert(LL) 0.05 5-6 >894 240 MT20 244/190 VedbCT) 0.05 5-6 977 180 HOrz(CT) dL01 3 rue n,ia LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS, (lblsize) 6-222i0.7-8, 3=77tMechanical, 4=38/Mechanical Max Herz 6=193(LC 8) Max Uplift 6=-191(1-C 4), 3=-82(LC 5), 4=-165{LC 8) Max Gray 6=222(LC 1), 3=77(LC 1), 4=80(1-C 3) FORCES. (lb) - Max. Comp.lMax, Ten. - All forces 250 (ib) or less except when shown Weight; 27 It) FT = 20% Structural wood sheathing directly applied or 4-2-15 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 0o bracing. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft, L=24ft; eave=oft; Cat. 11, Exp B; Part. Encl., GCpi=0.55, MWFRS (directional), end vertical 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 191 Ill uplift at joint 6, 82 lb uplift at joint 3 and 165 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb up at 1-6-12. and 132 lb up at 1-6-12 on top chord, and 88 to up at 1-6-12, and 88 Ib up at 1-6-12 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (olf) Vert_ 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=71(F=36, B=36) 8=4(F=2, 13=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE JWV7473 rev, 1010312015 BEFORE USE Design valid. for use only with MiTai,C connectors. This design Is based only upon parameters shown and is far an individual building component, not a truss sysiem. Before use. the building designer must verify the applicability, of design parameters and property incorporate this design into the overall building design_ Brac ng indicated is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing (NIR, is always reguired or stability and t0 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, - storage_ delivery erection and bracing of trusses and tiles systems. see ANSIITPII Quality criteria, DSB-69 and Boat Building Component 6904 Parse East Blvd. Safety information available from Truss Plate lnstaute, 218 N_ Lee Street. Suite 312. Alexandria, VA 22314. Tamaa. PL 36610 Job Truss iTruss Type 1Qty Ply Park So Hin; 2091 Madrona A C f Tray T12955048 IP2091AC-T jK,16 (SPECIAL. job Reference t MidFloridaBarlow. FL 8,130 s Sep 15 2017 MTek Industries, Inc, Mon Jan 15 07 35.38 2018 Page I ID WIDyiuZDwOill2xygiitYl3zgvcy-TKwZlXM36byeplYdiOtYMK81L.OtlQMlO3x-T4gzvAjJ 6- 9-4 1- 5-0 1-5-0 5-4-4 Scale= 1 30 9 2x4 i LOADING ( psf) SPACING- 2-0-0 CSL TOLL 20.0 Plate Grip DOL 1.25 TC 0,68 TCDL 10,0 Lumber DOL 1,25 BC 0.40 BCLL 0,0 Rep Stress Incr NO We 0,00 BCDL 10,0 Code FBC2017,'TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 So No.2 BOT CHORD 2x4 SP No.2 *Except* 3- 6 2x4 SP No.3 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 8=308/0-11-5, 4=172/Mechanical, 5=66/Mechanical Max Herz 8=88(LC 8) Max Uplift 8=-217(LC 8), 4=-105(LC 8), 5=47(LC 8) Max Gray 8=308([_C 1), 4= 172(LC 11, 5=1 08(LC 3) FORCES, ( b) -Max. Cornp,[Max. Ten, -All forces 250 (11:1 or less except when shown, TOP CHORD 2-8=-252!207 DEFL. in (loc) Ildefl Ltd PLATES GRIP Vert( LL) 0,19 5-6 >417 240 MT20 244/190 Vert( CT) 0.17 5-6 469 180 Horz( CT) 0,18 5 me n/a Weight: 29 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- 1j Wind ASCE 7-10, Vult=140rnph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45fL L=24ft, eave=4ft, Cat. 11, Exp B. Encl. GOpu=0.18, MVx`FRS (dr-ectronah, 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 20,0psif 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, 41 Refer to girderfs) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 8, 105 In uplift at joint 4 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 In up at 1-6-1, 92 lb up at 1- 6-1. and 42 Ile up at 4-4-0, and 10 lb down and 61 to up at 4-4-0 on top chord, and 74 lb up at 1 -6-12, 16 lb up at 1-6-12, and 79 to Lip at 4-4-0, and 3 In down and 7 IQ up at 4-4-0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others, 71 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 1-2=-60, 2-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (to) Vert 7=7(F=4, B=2) 3=69(F=34, B=35) 9=-1 (F) 1 0=-3(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - V.Plyst-Itfe pa,-r-, ad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473-, 10103,12015 BEFORE USE. Design valid for use onewith Mi. TsKikloannecionsThis design is based only upon parameters shown and is for an individual building component not truss ayled,. Before use, the building designer in-t vents, the applicability of design re,ardepes and property incorporate this design into the overall building design. Bracing a(dcated is to prevent buckling ofindirodual truss web andlor chord members holy .Additional temporary and Pe,rnandrit bracing Is always varied for 'Imloy and 10 P-dro colop", will, possible personal injury and cnborty dariago F., general 9.0.n.o regarding the I fabrication,-- slorage delivery erection and basins of trusses and truss systems. see, ANSITTPII Quality Cnene. DSB-89 and SCSI Building Component 6904 Parks E-1 Efl,d Safety Information available. fjobfTrtiss Plate institute, 218 N Lee Street. Suite 312, Alexaodrie VA22314 I Terra. FL 36610 Job =Truss Truss Type Qty ;Ply Park Sq HnV 2091 Madrona A_C /Tray T12955049 P2091AC-1 IKJ7 JACK 4 1i Jo- -Reference._..-------- -- --------- ------ - 1 Mid-Floncia Lumber, Bartow, FL_ 8,130 s Sep 15 2017 M1Tek Industries, Inc. Mori Jan 15 07:35:39 2018 Page 1 ID 'hM Dyi uZDwOd l2xygntYf 3zgvcy-xWUxEtNhtv4 U Rv7 pgOnu XhYg P CQ9kcXl bj 1 cEzvAlI 1-5 5-2-5 2 5 4-8-8 Scale = 1 21.9 2x4 = tx4 ii 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 25 TC 0.38 TCDL 10.0 Lumber DOL 1,25 BC 0.43 BCLL 0.0 Rep Stress Incr NO WB 0,36 BCDL 10.0 ( Code FBC2017tTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (Onsize) 4=1281Mechanical, 2=511/0-11-5, 5=3281Mechanical Max Horz 2=118(LC 8) Max Uplift 4=-55(LC 8), 2=-109(LC 8), 5=47(1-C 81 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 2-3=775/91 BOT CHORD 2-7-151/708,6-7=-151,708 WEBS 3-7=0t275, 3-6=-769/164 DEFL. in (loc) Iidefl Lid PLATES GRIP Vert(-L) -0,03 6-7 1999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 5 nta pia Weight. 42 1b FT = 20°I BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing, NOTES- 1) Wind. ASCE 7-10, Vulf=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL-3.Opsf: h=15it, B=45ft. L=24ft,, eave=oft, Cat. IC. Exp B. Encl_ GCp1=0 18; MWFRS (directional). 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 55 Ib uplift at joint 4, 109 to uplift at joint 2 and 47 G uplift at joint 5_ 6) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 to down and 11 lb up at 1-6-12, 3 Ito down and 11 lb up at 1-6-12, 3 to down and 41 Ib up at 4-4-12, 3 lb down and 41 lb up at 4-4-12, and 27 Its down and 68 Ib up at 7-2-11, and 27 lb down and 68 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, 5 lb down at 4-4-12, 5 lb down at 4-4-12, and 20 Its down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord. The deslgnlselection 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, 5-8=-20 Concentrated Loads (lb) Vert: 13=-53(F=-27, B=-27) 14=4(1`=2., B=2) 15=10(F=-5, B=-5) 16=35(F=-17, B=-17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design pa amsrers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev. 1010312015 BEFORE USE, Design valid for use only with Mil exe connectors. This design is based only upon parameters shown, and is for an individual building componentnot a truss system. Before use. the build ng designer m xst vwf} theapoli-.1el .y of design parameters and property incorporate Ih s des•g, into the overall buiMdr q design. B ac ng indicated ato prever- buckling of nd vid uai tn+_s web and:ao chord members only nda t osal tempo,a`) a_d Rem anen; bracing " rs always required I., aablhly and to prevent collapse with possible personai injury and property damage. For general gtndance regarding the , fabflcarionstorage, di ln,e`y- erection and bracing of trusses and hmss systems. see ANSIOPH Quality Craena, DSEi and Bost Building Component €,904 Parke East Blvd. Safety tntormation available from Truss Plate InstRure- 218 N. t-ee Street. Suite 3Y2. Naxandria. VA 22314. j Tarnpa, FL 36610 as 1AC- T ype Sq Hon 20£a1 Madrona A_C r Tray Tt2955c50 Mid- FI©nda Lumber. B_ 130 e Jet 26201 i Mi lek lndustnes_luc. Mon. Jan lb lv. 02. 382016 Pagel ID VA DyluZDw0d I2xygntYi3zgvcy-LTJAbfXI m Vp3N?cukcu9m7 LizDJa U7Ek P3TgH6zv9Rl 3- 7-13 2-11-12 3-3-4 11 1g 3x4 li 4x4 = LOADING ( psf) i SPACING- 2-0-0 1 CSL OEFL. in loc) Iidefl Ltd TCLL 2Q0 Plate Grip ROL 1.25 TC 0,88 Vert(LL) 0.28 9 427 240 TCDL 10.0 Lumber DOL 1,25 BC 1,00 VerhCT) 0.58 9 205 180 BGLL 0.0 1 Rep Stress Incr NO WE 0,32 Horz(CT) 0.20 6 bid nfa BCDL 10.0 Code FBC2017ITTP12014 Matrix -MS LUMBER= BRACING - TOP CHORD 2x4 SP DSS TOP CHORD BOT CHORD 2x4 SP No.2 'Except" BOT CHORD 3- 6 2x4 SP No.1, 3-10: 2x4 SP No.3 2x4 SP No.3 REACTIONS. ( lb/size) 5=1471Mechanical, 2=42210-11-5, 6=499tMechanical Max Horn 2= 144(LC 8) Max Uplift 5=- 68(LC 8), 2=-72(LC 8), 6=-77(LC 8) Max Grav 5= 151(LC 13), 2=422(LC 1), 6=499(LC 1) FORCES_ (Ib) - Max. Comp./Max, Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3- 12=-257t0, 3-4=-11561145 BOT CHORD 3-8=- 236t1109. 7-8=-23711112 WEBS 4-8=01356. 4-7=-1224/260, 2-11=-309i75, 12-13=-461187 aA Y PLATES GRIP MT20 244/ 190 Weight: 41 lb FT = 20 f Sheathed or 5-5-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_-_-----_____---------------------_....J NOTES- 1) Wind- ASCE 7- 10. Vult=140mph (3-second gust) Vasd=108mph, TCDL-4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=eft, Cat. Ili Exp B, Encl., GCpi= 0.18, MWFRS (directional), 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 68 lb uplift at joint 5, 72 lb uplift at joint 2 and 77 lb uplift at joint 6, 6) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (plfl Vert: 1- 2=-60 Trapezoidal Loads (pit) Vert. 2= 0(F=30, 13=30)-to-3=-47(F=7, 13=7), 3=-47(F=7, 3=7)-to-5=-148(F=-44, B=-441, 11=0(F=10, B=10)-to-10=-16(F=2, B=2), 10=-16(F= 2, B=2)-to-9=-18(F=1, 6=1), 3=-16(1`=2, 6=2)-tD-6=-49(F=-15, B=-15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify d-go la- ara iers and READ NOTES ON THIS AND INCLUDED A1TFK REFERENCE PAGE 01,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek(S connectors. This design is based only upon parameters shown and is for an end wdual budding component, not a truss system Befo. e usethe b-Ad ng designer dust verify the applicability d des gr parameters and properly inco,id-le this deign Inte the overall building design, BmVa ug indicated is io prevent buckling o! 4ndividual truss web andlor chord members oulf Additional temporary and permanent Bracing is always required for stability and to prevent collapse with possible personal miury and property damage. For genera! guidance ro;gartling the-- fabncatron. storage, delivery, eremon and bracing of trusses and tense systems, see ANSIITPU Quality criteria, DSB-89 add BCSI Building Component 6804 Parke raid Blvd. Safety lnfonnatioo available from Tndss Plate Institute, 218 N. Fee Street, Sucre 312, Alexandra, VA 22314- Tampa, FL 36610 Job '..Truss !Truss Type 4Qty 'Ply Parks Sg N€nt 2091 Madrona A_C / Tray 1-12955051 P2091AC-T :vi VALLEY '1 t Job Reference gptiopall Mid-Flonda Lumber, Bartow FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35.40 2018 Page 1 ID Wj DyluZ DwOdl2xygntYl3zgvcy-Qt2 JSDOJeDC L 331?PRvORIDgOpZDu FQh XF Ta9ZzvAj H 6 .1-3 1213-3 133-3 6-11-3 5-4-0 1-0-0 Scale = ?:23-1 4x6 — 2 3x4 G 8 15x4 I I 7 3x6 it15x4 ( I Plate OffsetsSX Y-- LOADING (ps) SPACING- 2-0-0 CSL DEFL. in Joe) I,tdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC Q54 Vert(LL) -0,00 6 nir 120 MT20 244/190 TCDL 10.0 Lumber DOL t25 BC 0.33 Vert(CT) -0,00 6 nir 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0,00 5 nta nia BCDL 10.0 Code FBC2017(TPI2014 Matnx-S Weight 48 lb FT = 20% LUMEJER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-7-10 REACTIONS. All bearings 12-3-3. Ib) - Max Herz 1=-61(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5, 7, 8 Max Grav All reactions 250 lb or Tess at joint(s) 1, 5, 7 except 8=4360LC 1) FORCES. (Ib) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf. h=15ft, B=45ft; L=24ft, eave=oft; Cat. IL Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Intenor(1) 3-7-9 to 6-11-3. Extenor(2) 6-11-3 to 10-1-9 zone ;GC for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 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 Ito uplift at joint(s) 1, 5, 7, 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Ventre dasign parameters. and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with tt4 eks, connectors. This resign is based only upon parameters shownand is ter an individual builditig Component net a truss system- Before. use, the building designer must verify the apphcaoii ty of des gn parameters and properly incorporate this design Into the overall bridd, riq design- Brac g indicated is to prevent buckling of individual truss web andter chord member only, Additional temporary and permanent bracing Is al —vs required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the faancanon, storage. deliveuy- erection and bracing of trusses and miss systems. see ANSlrTPi1 Quality Criteria, DSB-89 and SCSI Building Component e',g04 Parke East P3i-rd. Safety Information available from Truss Plate Institute, 218 N. nee Street. Suite 312- A exandraa. VA 22314. Tampa. i'L 36610 Job Truss Truss Type loty l'Ply Park Sq Hml 2091 Madrona A_C ITray T1295 t©a2 P209SFiC-T iV2 VALLEY 1 1 tah Reference [kFo ya}L Mid -Florida Lumber. Bartow. FL. 8A30 s Sep 15 2017 LATek Industries_ Inc. Mon Jan 15 07:35.41 2018 Page 1 ID: VADyiuZL)wOfil2xygntYl3zgvcy-uvehfZPxPVvKCgDHCz8QF_ymwXDyodj?gmvc7h?zv NG e_10-15. I i 4-11-3 4-11-3 Scale = 1 18.0 4x4 -- Y b 4 2x4 1.5x4 II 2x4 LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 0.0 Lumber DOL t25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SO No.2 OTHERS 2x4 SO No.3 REACTIONS, (Iblslze) 1=157,/9-10-6, 3=15719-10-6, 4=37419-10-6 Max Harz 1=-41(LC 10) Max Uplift 1=-34(LC 12), 3=-34(LC 12), 4=-48(LC 12) Max Grav 1=159(LC 21), 3=159(L.0 22), 4=374(LC 1) CSI, DEFL. in loc) Ildefl Lid PLATES GRIP TG 0-24 Vert(LL) nta nia 999 MT20 2441190 BC 0.18 Vert(CT) nla ma 999 WB 0.05 Horz(GT 0,00 3 n1a nla Matrix-S Weight 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE 7-10. Vint=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf. BCDL=3.Opsf, h=15ft: B=4511; L=24ft; eave=oft, Cat_ II; Exp 6, Encl., GCpi= 0.18. MWFRS (directional) and C-C Extenor(2) 0-7-9 to 3-7-9, Intenor(1) 3-7-9 to 4-11-3, Exterior(2) 4-11-3 to 7-11-3 zone,C- C for members and forces $ MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 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 Ib uplift at joint(s) 1, 3, 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M71-7473 rev. 10103,12015 BEFORE USE. Design valid for use only with MiTekTrr connectors. This design is based only upon parameters shown. and is to; an individual building component,. not a fuss system- Before use, the building designer must vents the appfi-Nity of design parameters and properly Incorporate this design into the overall baldutg design. B:acmg indicatd eis to prevent buckling of individualtrusswebandlor chord members only. Additional temporary and permanent bracing is always required Jai stability and to prevent collapse with possible personal injury and property damage. Per general 9 darce regarding the 19—c tabrirabonstorage. delivery- erection and bracing of massesand truss systems, see ANSIITP11 Quality criteria, DSB-89 and Boar Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sune 312, Alexandria. VA22314' Tampa, FL 36610 Job Truss Truss Type cry !Ply Park Sq Hav 2091 Madrona A_C / Tray 112955053 P2091AG-T iV3 =VALLEY i1 i a tonall Mid-Fionda Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries.. Inc. Mon Jan 15 07:35 42 2018 Page 1 ID:WjDytuZDwOdi2xygntYl3zgvcy-M5A4ttiPZ9gS3iNsOXsyUWAJ7JdGhMACt YyhDRzvAiF 2-11-3 2-11.3 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2 2x4 ;- 2x4 17 d SPACING- 2-0-0 T------- CSL DEFL. in loc) Ildefl L/d PLATES GRIP Plate Grip DOL 25 TC 0111 Vert(LL) rite ma 999 MT20 244/190 Lumber DOL 1.25 BC 0.27 Ven(CT) n/a n/a 999 Rep Stress Inar YES VJB 0.00 Horz(CT) 0.00 3 ma n/a Code FBC2017fFP12014 Matrix-P Weight: 16 Ile FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 18415-10-& 3=184/5-10-6 Max Herz 1=22(LC 10) Max Uplift 1=-31(LC 12), 3=-31(LC 12) FORCES. do) - Max. Comp,/Max, Ten. - All forces 250 (ibl or Tess except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gush Vasd=108mph; TCDL=4.2psf, BCDL=3-Opsf; h=15ft, B=45ft: L=24ft. eave=oft; Cat. 11, Exp B: Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 tail 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) 1, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design paremafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIh7473 rev- 10/03/2015 BEFORE USE. I Design valid for use only with M Tek0r connectors -?his desugn is based only upon parameters shown. and is for an individual building componentnot a truss system. Before use, the building designer must verify the appicalhry of design parameters and property incorporate this design into the overall bu, krog design. B acing indicated e to Prevent bubeliig of individual tines web ana;or chord members onlyoddit o^at temporary and permanent proving } y is alwaysrequiredtoestabilityendtcpreventcollapsew[!h passible personal mlury and propetty damage. For general guidance agard+ng the fabricationstorage, delivery erection and bracing of misses and truss systems, see ANSI(TPIt Quality Criteria, DSfi-86 and GCSE Building Component 6904 Parka East Blvd. Safety Information available from I hiss Plate lostitute. 218 N_ Lee Street. Suite 312, Alexandra, VA 22314_ Tampa, FL 16610 Symbols Numbering System AGeneral Safety 7 314` Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 _ 716 r For 4 x 2 orientation, locate plates 0- 11+d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. The first dimension is the plate 4 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected `Hood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS ci-2 cz-3 WEBS c,q 4 O S O E a_ Ci0 0 17-1 C6-7 c5-6 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. f II11 II •# IF '"! i ESR-1311; ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is a?ways required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlfTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is Installed, unless otherwise noted. established by others. @ 2012 MiTekt' All Rights Reserved MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture In accordance with A.NSIITPI 1 Quality Criteria, APPROVED TRUSS ANCHOR BYBUILDER PLUMB CUT OVERHANG HEEL HEIGHT =2x4 B TTO=2x4 .~^ Product Approval Specification Form 1 8 - 9 3 4 ARMEM Project Location Address I vN 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 w\A/w.floridabuilding.or . 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 j anufacturer Product I Florida Approval # Description include decimal) 1. Exterior Doors Swinq Therma - Tru Single Door w/Sidelites FFL8871.6 Slid' Windows and Doors Series 420 Alum SGD - 2 Panel FL 153324 Sectional Clopay Building Products #94/T40-W4 FL1 5279.20 Roll Up Automatic Other k-- Windows I Single Hung MI Windows & Door I Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hung i Fixed 1 MI Windows & Doors Series GA 185 Alum Picture Fixed i FL153491 Awni ri Pass Thr L Projected Mullions I MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action tune 2014 1 Category l Subcategory Manufacturer _ Product Florida Approval # Desertion {inn' udirxg decrrnal) 13. Paned ally l Sid ln _ mes Harding Bldg Products Hardie Panel FL13223.2 Soffits aluminum Coils, Inc Calls l Soffits FL1219 .1 Storefronts , i Curtain Walls Wall Louver Glass block Membrane i Greenhouse E.P.S Composite Panels Other 4a RoofiD runt j AS halt hln les IKOIndUstries,LTD AsphaltShingles /Cambridge FL7006.1 Underlayments I InteryWrap. Inc --Rhino Roof Underlayments I FL15216,1 RoofinFsteners Nonstructural j Metal Roofing Wood Shakes and Shingles I Roofln tites Roofing Insulation _ Waterproofing-- _ Built up roofing System _ Modified Bitumen jSingle Ply Roof j Systems Roofing slate Cements/ _ Adhesives / Liquid Applied Roofing Sys ems RfJCtf Tile adhesive Spray Applied Polyurethane Roofin E. P.S. Roof Panels j Roof Vents Southeastern Metals Olf-Ridge Roof Vents FL16994.1 C hCtit e r I Tune 2014 Category Subcategory Manufacturer Product Florida Approval # Description (include decimal) Accordion Bahama Colonial r Roll up L Equipment Other 6. Skylights S k y6l 2hts Other 7. Structural C qrn pRr e.. Wood Connectors Anchors Truss Plates En9jrjeered Lumber Railing -------------------- Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8, New Exterior 1 Envelope Products Ij Applicant's Signature " X Applicant's Name Please Print) J Line 20 14 Florida Buildinc, Code OnIfl-le Page I oil 3 7-7 0 Al 5- BC15 lio"ie xo, -10, 7 p,CS S,,r,,,t S.,C^ag, stats, & 1-tiicauols FRC Staff SCIS S,ta map '-,,ks Search Product Approval SFR. P,jtne use: I LU,, a jglj- f > Applipation Detail FL x FL8871-RS Appjhcatior Type Revision Cate Version 20' 7 Application Status Approved Comments Archived Product Man,"a--'jre, Therr-na-T"L, CoDoral!on Aodress/lrhoire, Email 1IS industrial Drive Edgeftion, CH 43517 4,0, rickw@rwbidocor,,sultaiits.com lt,hg o,i2ed Sna-ure VW :vian rk,ghtrckw Ca,, wb i d q, ca^,siu Ila nts, co r-, echn;icai Rep .-esen' tative Address/Phone/ EmailQuality Assu, ance Representative. ddIress?Phone / Emad cateoov Exterior Doors Subcategory Swinging Exterior Door Assemblies Comphance Method Evaluation Report fI ,rp. a FloridaReg!s.ered Arcchizzec' or a "Icensea Florida Professionai Engineer Evaluation R-2: Dor, - "al-J'cocv Receive., Florida Enoincer or Architect Name who developed Lyndon F. Sciinild', P.E. the Evaluation Report Florida License PE- 43409 Quality Assurance Entity National Accredilaticn and Management Dirstitute Quality Assurance Contract Expiration Date 12/31/20,21 Validated By Ryan i. King, P.E. Va!idatlon Checkkist - Hardcor} Received Certificate of Independence Referenced Standard and Year (c.-,f Standard) Equivalence of -jdu- z SaF),,,aras Ce—fiec By ct— cate ofj enjenCe D f Standard AST 1929 AS 7 V 2 S a -- A ST M D63v ASTM E'1300 ASTM E84 AS7MI, G2C TAS 20'-, 262, 2-,31 Florica Lice used p-ofiessiona: Encireer or Architect Year 2003 19198 2000 995 99 ht' c- s:, NNI-\,\-\,N-,Ilorld ibuil,-Iin(,,or,- I pr, pr app 2 t- ::_1 z: 1 — _ dtl. aspx'.1param=NN-GEN-XQ-,,,-tDqt-.\-',Il,j N ak,2nlir... I '-- 6!2 0 18 Florida Buildin,c, Code Online Paze 2 of Sections n-orn the Code Product Approval Method Method I Option DI Date Submitted 10/ 7/2017 Date Validated 10,/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name 8871.1 a. "ClassicCraft Rustic" Series j Description 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) -Inswing or Curswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F: " =S—S-7'- —PS I'l (1-1 Trist 8871 1 Dbf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P,E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 6871.1 for Design Pressure Ratings by j Fl-8S71_RR_Ac lb , val 8871 specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871. 2 i b. "ClassicCraft" or "OaSsl;;_rafL3 c x 8'0 "Impact" Opaque Fiberglass Single Door (X) Bostic" Series 1 inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLS871 RS T'i I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by n f- S 1_-8 — 3 1• _F, a, L 7 2.ndf specific Model and for any other additional use limitations Created by independent Third Party: Yes and Installation instructions. 88713 c, "ClassiclZral ala-7' or "Classic. 36 x B'"Impact" lass Single Door with DImpactOpaqueFibero1 - Rustic" Series Sidelite (OX or XO) - inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FLHS-1, A—psI, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 88713 for Design Pressure Ratings by c8871 P, 8 AE ` h v -, 1 8 2, specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothScar sideiites, this product approval ;-equines the use of "Y' part numbers for these sidelines, which have been stained or pointed within six months of installation.) 8871.4 d. "ClassicCraft" or "ClassicCraft T6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use j Installation Instructions Approved for use in HVHZ: Yes I 8871 R 3-Eli --lDdIf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: pi Evaluation Reports Other: See TNST 8871.4 for Design Pressure Ratings by SS71 4ndf P H,:, RS ' bI lE , vl specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, (For FiberClassic and SmoothStar sidelites, this product approval requires the use I of "Y' part numbers for these sidelites, which have been stained or pointed within six months of installation.) 18871.5 e. "Fiber'lassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Bence Inswma or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes 7L8 8 - I _E Si rLI-L s, SK- 5 Approved for use outside FPJHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes eDendent Created by In Third Par' Iy: Yes Design Pressure: N/ A Evaluation Reports Other: See TNST 8871-5 'Or Design Pressure Ratings by L887r PS AE a! 8F7',5.cd' i specific Mod and for any otheradditional use hmitaionc- Created by Independent Third Party: Yes and installation instructions. 1/2262018 https:,"', A-\N-,A-., florid,ibuildin-,ora/pr pr_ap,p_d.tl.as-ox'para.iia=wGE Z: - - Florida Buildno Code Online Page of HM 8871.6 FiberClassic" or "SrnoothStar' 3'0 x 8'0 "Impact` Opaque Fiberglass Single Door with Tories Sidellte (OX or XO) - inswing or Outswing i Limits of Use Installation Instructions Approved for use in HVHZ: Yes ( a ?_' .ly sti 8.n Dom` Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes created by IndeDel dent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by 8871_ R8 -LE Eval F i _ 5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes j and installation instructions. (For FiberClassic and SrnoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites,, which have been stained or painted within six months of installation.) 8871,7 g. "FiberClassic" or "SrnoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - inswing or Outswing Limits of Use m Installation Instructions Approved for use in HVHZ: Yes : LRS_ ? R S I !b} L1,Lt 8g7 .7.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes design pressure: NIA Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE ; b` rival 6871 specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and I SrnoothStar sidelites, this product approval requires the use of ","' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h, "FiberClassic", "Smooth Star", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes cLS871 r _ rl - _et 887 per" Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other See INS8871..8 for Design Pressure Ratings by 8H7: R8 AE col R8- 8 df specific Model and for any other additional use limitations I created by Independent Third Party: Yes and installation instructions. 8871. 9 i. "FiberClassic" "Smooth Star° 6'0 x S'0 "Impact" Opaque Fiberglass Double Door wit- ClassicCra t" or "C=assiCCraft (Sidelites (OXXO) -Inswing or Outswing Rustic" Series j Limits of Use Installation Instructions Approved for use in HVHZ: Yes `I Sg%1 R8 '? b1Inst SR7' _ .odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 f Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 8871.9 for Design Pressure Ratings by n_gc7a R8 AE !b) Eva! 8 i 9.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SrnoothStar sidelites, this product approval requires the use of " Y' part numbers for these sidelites, which have been j stained or painted within six months of installation.) Sack PYext ion ac f x :: 2601 61alr tone Roajall_ahassae FC 32399 "hon 50-4 ? 1_8, a The State or Florida is air AA/EEO employ-r 4a0yGoh, 007-2+?.r 4fa'e of Floes .: L _vacs S--°emeu Acce s'ledbLatatem—t :: Refund Staremgnt Under Florida law, email addresses are pabdc records. If you do not wan' your e-mai! address released In response to a public -records request, do no, send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questians, please contact 850.487.1395. `Pursuant to Se -" an 455.275ii), Florida Statutes, effective October 1, 2032, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used fpr official communlc'aten Yhth the licensee. Hcroever email addresses are public record. if you do not wish tc 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, `FS_ please dick here . Product Approval Accepts: Safe . l ttps:'iNGAN-,N-.tloridabtilldin«.orb pr;'pr_al p_dtl.aspx'param,NGEVXQ1 N-tDgt ;Ij\%ak?nllr.,, 1/26/2)018 11 THERMANTRU 6 THERMA TRU DOORS I I I! I ils) I I Ei fmot_ Dis- ED(3FRT (IN, U I 1 11 25 1 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SIN GLEWPACT" DOOR wl "NON -IMPACT" SIDELITE INSWING / UT Ifs Gi` I It AlRHOR,S I, 1H, i,iod,icll hos h-en evolunted ands in cornpliance y/illu fle 61h fditen 12017) Florida Buflding Crl*, if 8C) structlyf IT I eitu"Te I nenls inchxjirig I he I figii Veirroi I y Huf6cone Zone" It W117), 2. Noduil.,svoll I r1 rjnO 'rs 'holl be (is listed and 5pocpd as shown on deimlls. Anchof embedment to base ronfieriul sl Toil he be essing or slocm 3, Whrin med ITT 1he "Hvii?" the ofloque docir corriplieg vAth Section 1624 of Me R,Ada Building Code nrld does not Thenorn-im, poct sidelile most be protected oMh Tin Impact fss i5fanf covering complying vAth 5ection 1626 of the f 8C, dl, Wheriused In oreoi outside Of tile "rIV!E IT, fe(jurfing w"Ild borne debris prof eclion, lile-, opaque dour complion with FBC SeFlions 1 609 1 2 ?. R301 91 2and does Trot Trisjuife on impoct resistort covering, Theopaque door mee Is missile level I inchude' s Wind zonTr 4 Fldefined iii AST)d F, 1996 Find FBC Sections 1609.1.2,2 & RY)l .2. 1.2. 1 The non Impact id"Also ol' Ot ErF, pro 'ecied vMtl an it roact ren iol,t (ovssn g comp lyingerth FBC SecliErre 1609.1,2 & R301,21.2, 5 f or 2x Find fisimirq conshEctiOn, finchoriing of these units shall be, the same fis that slloen for 2x buck masonry corolluclioll, b. Sit; conditions lhol de,vule flora fine riplails of this dva,,iiirig require fl-0har engineedr-Al analysis try n ticemed enghcer,x fecislefrol mchlscl, 7. OuIswing rosrTfiqlFrotiolo osing coostni sill Ilem 1,14 undslr mfoedone, and oil sills teed under the sidehles, meet water infilteilion ;equilemenis for" INIJI'. ilowing cerrifigumions TIT' s] ouh,,viniu conEgumfions miret 541 item #5 wider fire doordo not meet the, water inUrallon mquifemonts Los the "HA ITand slvlii i)e h5taile'd silty In non habilablerirse,,5 or ol fiabilsUe locations protected by ITT o"Itiong FIT co' lopy su'l-Ill that the finq!e between the edge, of ( anopy or overiving In sill iskes lhan 45 degrees. 5 4,75" MAX. O. A. FRAME WIDTH I 15 "0Mls , x W") il -- - - FE AM. WIDTH MAX. 13.75' MAX. PANU, WIDTH PAITIH AVIDTH it W Iui ry A 7, x A oTo 0 x. z a, z AT N s D I OVERALL DESIGN PRESSURE (PSF) bOOR TYPE SWING FRAME DIMENSION POSITIVE NEGATIVE SMOOTH INSWING SU5" IF 98.00" 4- 60.0 _60.0 STAR OUTSWING 54.75" x 96. 50" + 65:0 _65,0 DATE - N FIPER INSINING 54,75" x 98. 00" + 60,0 -60.0 117l I Q BY: )91, CLASSIC ("w- te. S OUTSWING 5435" Y, 96,50" +65, 0 -65.0 DRIN1114n See, shool 10 for de'soin f"Oeoie limift,40l's, U, OHM A -A z, A Y DOOR PANEL Sm,ov sfca I O 70 J {I DETAIL A -A Panel i6fiforcernen! EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 4.32" - -1 TYP4 ORW.: RS m OFPANEiF r] na iA2 ROPRAIL_ A3 LOCK STILE I -- a{ s v C i(j O J7 2> y AA HI1dG£ Si1LE. 45) 601TOM RAIL l2H 86 1)PEN A RE A MAX. t; U g 0:41: Z 0 0 w •. co D z ; 5 m ti 0 F U 0 9C iil EXTERIOR INTERIOR 2'\ jj VERTICAL CROSSSECTION' 2fI DETAll A A 1 b POOR PANEL 0ll 0 1 O 11"1101" I DETAIL A -A Ponel fehfoicornenl EXTERIOR INIEPIOR HORIZONTAL C RO SS SECTION Hill 4 C, ORNERS Of PANEL TOPRAIL Q AN - A MAX, LOCK STILE 1, 53" —1 BOTTOM RAIL EXTERIOR INTFRJOR 2 CROSSSECTION 3 m 95 22100 Owl; 38 1. 6 it ca J- I I 13.75'MAX PANEL WOTH ui ii JB 7 METTL0) E LANH 71 TOP, RAIL 2 TILE u 73) BOTTOM RAIL, 6.49" MAX. D1.O.— EXTE RIOR I c INTLRIOR, HORIZONTAL CROSS SECTION r1rsk craft & rustic) I — 65TWAXU)1.0— —1 EVEMOP INTERIOR HORIZONTAL CROSS SECTION I" MAX, U.L. EXTERIOR INTERIOR 3 HORIZONTAL CROSSN SECTIO EXTERIORINTERIOR EXTERIOR 6 O i ( G) O EXTERIOR N C 0 04 7 5 EI 4 —) VERTICAL CROSS -SECTION__5 VERTICAL CROSS SECTION '6 VERTICAL CROSS SECTION craN & fislic) l 4 (fiber dassic) fsfmo!!, Star sirm -4- EM6, f rfp.) A HORIZONTAL CROSS SECTION St ~'rn wJ1X sub -buck HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS-SECTION_. 3 HORIZONTAL CROS:S.SECTION uf wm i s#w an -insuring - — q) i1 v a shown inswing #1/, /ua vnng shown inswing al u pproved also opf roved iso rapivoved tea. 1, m z Qti O r z z n Uii G trl { 14 \ 1- i ht" Mite:, swce. N.1.°. f(_- 8£3 1 fi o s,tm 5 w P a x rr h r a p 1 Q-.. Cho i/00) EYIFRIOR INIERIOR L VERTICAL CROSS SECTION iuiswing mown inswing also city{xtwed EXTERIOR VERTICAL CROSS SECT In wing c ortiay r aft in S.,p g6nerai nines Sheet fcr `EIV! j7' wafer infillrolion INTERIOR EXTERIOR "'/, INTERIOR i g VERTICAL CROSS. SECTION wliXsub-buck EXTERIOR INTERIOR 5 "_VERTICAL CROSS SECTION 6 InsNsngeoifitl+raition n ,y,ne,al nni , sheet 1 tcR eliVF{t" water 33'sl lrailc,n i KV M INTERIOR EXTI k'Yv)R r ` \ i T j aIl. 7 L _L / -- VERTICAL CROSS SECTION x} t i# ,v3rtg c,ai ft7 irafi to ---- r` see general n i es st,enf i f r'r'1HZr' oleiinf7lirot"an ira re(jlire mentso INTERIOR EXTERIOR r_ - VERTICAL CROSS SFCTIO-N b Oulsvring configuration see general notes street i for ° t1WIT' rratet infr?tfo!t )n z o'I' la > r v i a 7 era[:: OS/22j U8 N. I'S oar, tar: DW If, rrr; L f i G AitiG w f i-8871,6 0 SH£ fi 6 0,11 7 til EXTERIOR H INTERIOR VERTICAL CROSS SECTION 7) shown -Inswing olso approved EXTERIOR INTERIOR VERTICAL CROSS SECTION YERTICALCROSS SECTION, shown w/I X sub bucy EXTERIOR INTERIOR VERTICAL _CROSS SECTION hsMng configufalion mmum z of OAwle) 7 O 2 E) o ZSc1, 1, 0 ut, VERTICAL CROSS SECTION 7 Outswing configuation INTERIOR EXTERIOR VERTICAL CROSS SECTION 7_) ovismi g configurution MASONRY OPENING 2X BUCK N' I YP. HEAD JAMBS MULLION SI 10WH FOR jj Rt I FRENCE ONLY 0 0 13 in 7'--] 1 3" T- IYP,HEAD & MASONRY J JAMBS q vITo' OPENING FRAME TYR, fn 2X RUCK FAIA I ]ON 1 4 10AJJJKf TYP TY SILLL HINGE JAMB FRAME ANCHORING STRWE JAMB h,"asonry 2X buck consFuclion COt4CF,'ETE--Altl,4CilO-R,14,-.))f S-: 1. Corwrete onctxy bcolions of the corners may be adjusted to maintain 1hp min. n'(f'7e diston"'c" to rnoftorjoino 2. Cor"crete riochrarlocoth)n, noted os VAAX ON CENTER" must be adjusted 10 ino"otain the minedge distance to mortar joints odditionol concrete anchors P311y be fequued to enqjre the MAX. ON CENFER" dirnension ors; not exceeded. 3 Con(.iete anchot fcjblf: ANCHOR ANC14OR MIN, MIN, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT 70 MASONRY TO ADJACENT EDGE ANCHOR- ITW TAPCONI" 114' 1-1/4" 2" 4" ELCO 1/ 4" 1-1/4" 4" ULTRACON IWA) L) SCREWIN-STA-11A 11ON NOTES: I" enddistance, &I"o.c.5pcicii3gof wood screws to prevent the splitting of wood. rn lv" 0 o x Za, .:a I THIS ANCHOR W-Q'D OTILYWHEN DP>60,0PSF 4" Fff. HEAD JAMBS MASONRY ON NING TRAME I X BUCK I yfl, SILL IN IIINGEJAMB CONCREJEANCHOR NOTES: 00G. Jeta ar'CllofIo"("Jons at the comers may be adjusted to mointain the min. edge cletance to rnortai joints. 2. Corwretf? andior locations noted as "MAX. ON CENTER" must be adjusted to rymintoin the minedge distance to morlarjoink, fiddifionfil concrete anchors may be required to ensure The "MAX. ON CFNTFP" dimension are not exceeded Corx.'rpfe anchor lobIe: ANCHOR ANCNOR MIN. MIN, CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT EM 8 EL)M ENT TYPE SIZEEDGEANCHOR p TAITW 114" 1-1/4' 2" 4" PCO 7. Maintain o, wood 5( 7,e,,5 to p,e-enl 3t vi 5plif fing of wood 3" 4- FRAME ANCHORING__ Masonry Lx- h-uck (;Ol Istfuc lion L) IYIMULLION I YP. S11 L STRIKE JAMB LATCH & DEADBOLT DETAIL Z7 5 z 41 ' :0` it z 511 7 1) X z CiCcv A N, VS. cm- I f S DIAMNI, W; 5,72" ILL THRESHOLD inswnlgmijsiobl'e BM 4 THRESHOLD 1 WS'AngConsl"'I THRESHOLD_ Im"' ing adjustable lr THRESHOLD KI" Ang sia—mic—M- 2AA" INSWiNGSIDELITE spacer 3/ 4" THK. GI ASS 1/ 8" TEMP. AW APACE 1/ 8" TFNIW. GLAZING 2 SPACER GLAZING DETAIL, 3/ 4' irahled 9km' 7/1 A" r'-i ABC T THRESHOLD ins" Ang self-adjU51 THRESHOLD 3n Ong 5MAX.-DEUSIGH PRESSURE 50 P_ 2.14" iAzl INSWING SIDEUTF GLAZING DETAIL r nMa fed gRam-_ THK, LASS 8- 1 wl AIR SPACE 1/8- Tr mp' GLAZING oiu rK 0 n HEAD ,&_, SIDE Jamb 2, 17' — C 2 OMWING-SIDEUTE spocer 14"GLA ' SS RITE I / r liw. A ASS 1/8' TUAF AIR SPAC11 1 /8" TFMP 25" W1 i IWI_RCf PT PACFR GLAZING DETAIL 1/2" kud, afed gims n wl I 10 m I I IIFM DESCRIPTION A IXBUCK 'C 055 B 2X I"Y K SCE >= 0,55 C; MAX 114`Si11MSf'A(,[ -- 1) 1 J4 X 2 3/4LEIi E EC;O C ON(JILIE SC;Rf W — E_ tAASONRY - 3,{ { T f'S1 i ii 1 t) i{;RE tC C t?hlf OF t1.ING TO AC9 3')I OP I IOt l ()W Bt OC K C,OrlCOPMINC, TO ASTM C 9U f 114 X23/A PEiiITW(OHCRIIT-WR[W It 3116X31/ 4'1'fiII1WCONCRETfaCR#W- - - I 114 X21/A MIIMNCON(i,EIf CREW l 11 t X 3 _i/A a't 1I 1TW C Oti'.f?I1# CREW _ K 1/ 4 X 1-3/4' i'1H iIW (;ON(,Rf lf-S(-RFW L HIOX21/ 2I'I'll f)SGKfW(1.15'JIN,EMi#OMEN3)_ M #9 X 2 I /T £ FFI YIC )OD SCRt N iPlSW1Ns:)Ai>71JSiAB3ciHi2( S}{C)t1){iS3C}OAJj INV1NF,lIiRES}iOiD( iS300lii'S) 3 IN a' 7NG S# I } AD JUST THERMAL RR{ AK THRF Si IOt D (iSP30M) 4 C)l, iSft1N(-lCOASJAI lJIP,,#10tD P JAMB (I' INf) SG >- 0.42 9 JAM[1 ( OAK) SG >:- 0.42 10 WCATI 11 RSTF.'1P I HING - 1' 2 It lO X TJ4" Pi I I scRI W - - - -- 13 10 X 9 Pf II WOOF. SCRE W 14 I Aif' 13 STRiY.t P 1ATf - - 15 SE<"UNT'( SIP10 FLATf_ 16 ftf3X21/)`'PIT ISC,RIw 13 . Y'J! 1#.,f f 200 Sf Rif S PASSAGE LOCK 19 PNIFSf f MY) S RIT > I)EAT BOLT 2r) IC9'1113d; Si(>FLITISI'A(,Ckf(3Riif'TfIRkSf9O1[l(D81A}3fA)"- 21 INSWI) IG SIDF i III: SPAC;FR POP S4 F ADJUST THRESi ICSi ) (D63 22 OUTSWING SIDi HIT J'A(I 1? - - -- - 23 06 X 13/4" PRI SC`,K4 W (I1TF fRAME) 24 GI AZITR t C;Ot?#'C1t1K['7 5 SFAtANI 6 119 X 1' P61 SCR#','I (HT( f RAP-^i:) Nt tit: WOOODOOR (, OMPONENTS: RiNE (SG .>-- O A2) 1311E OF MAT ums Al MATIIJ61 P7EM DESCRIPTION -_ _ - _ MATERIAL WOOD 40 SMOOTH STAR DOOR Sf (()OOR I AP11 { Df JAll Sli# EI FOP Dl TAILS ; ° 0 C•. _J Q rm. 7/ OCJD 41DOORSKINQ07?' fl ,50,001H STAR) Ey = 6,A)o PSI MIN f IBf RGi ASS '' u - Z A OC7i) 42 . TO# RAR fSK100111 STAR CoMr. SiItL 43 lt) CKS(ItEiISh,1C)O lSTAR) YIOCIVIVt 44 1NNGI 51ILE ( SMOOTII SM+`P) ool) CON£,P,t. iI 45 3OHOMMI (SMOOT1dSTAR) -- - - {: OIAi'. ,a1Jj` i U m o z SIH I46PAIlf I Ull If ORCUA I'll 0023" 1i1K (SMOOTI I STAR) Sift(_ 41 T AM C: Ot.E - PO YE)RE i11ANF STEEL 48 .iiO(i1T} SYf1fjS C>Ol}iSfA,) Fii#PCx1ASS p 5111I 49 113E ffZAMi (SM ) C)THSTtb) - - - PVC - STEEL 57 f 0A"CORIF PO1YURF T1IAN si r a A C r, SIT-[ L5F3IN, I III SKIN (CLASS] C PAf T) - FIBERCA SS STCt L 60 FIBI R ClAS iC, DOOR S1 F DOOR PAN# 1 D TAR Sli{ ET FOR DI TA,Ii S ° WOOD 61 t)(}r}pSKiN 131"'lff:(iSR#R .ASSIt,)fy b, #'SiPAiN. BfP,t>1AiS A(llth /VtOOE) 62 TOP RAIL (i lBk R Cl ASSIC) - compA Att)k/C:OMP. 63 LOCK STILL (FIM R CiASSK 1) WOOD/I AIUM/COMP. 64 HINGF ST11F ( FIBER C CLASSIC) -__ WOOD ALUM JWOOD65BOITOM RAIL FIB R CI ASS1L') COMP z A111M.PNOOD 66 E AN( 1 R# E11 ORt, f MINT ()23' MR. R. (f IBI R C.LASSIC)-- SlE E t c " AT UM IC:OMP. 67FOAM CORE - - f O YURf THANE Cl u, VIIJY7 63 s-ImuffSKIN (11BRClASSiC) FIBtRr- AASS d WOOD 69 I ITT f RAME (FiBE R CLASSIC) T J(; WOOD 70 Sif )1 E 11f - SE t SIDE i E PANE I DETAIL SEI# E 1 FOR D 1AILS FOAM 71 aii-)FI IIc iOF' RA1i. COMP. r STEM 3 SII)i f IIC f3C) I I _ - - - WOOD - STEFL 72 Su)CIf1E sT T - BOTTOMRAit -- - - - COMP. I xI n' STEELPVCE'vC. 1wc Tt EL Sil ICON[` SIHCONE SILEL CSC. f 1' (- S 4iSY'. i( a HU n ti-.--88/ 1.F, S i i Florida Building, Code On-line PaLie I of 6 Comments Archived Droduct Manufacturer Address/:'hone/Email Authorized Signature 7ech,nical Representative Quality Assurance Representative AHoress./Phone/Ernail catecory S.,,bca-,egory reapply 11/28/1 Clopay Budding Products Company 8585 Duke Blvd. Mason, OP' 45040 513', 7-1,0-6062 t-T-weste.r.;eldCc,,,",Dpay.com sccft 'Hami;ton shami!tcn@)c'cpay.cpm Extent, 'Doors Sectional Exte,*,- Door Assei-nMies Compliance Method Certification Mark or Listing Certification Agency intertelk Testing Services NA, inc, Validated By Gary Pfuehier J Vandazion Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 5tanO_qrd yg-Ar ANSI/DASMA 108 2005 ANSI/DASMA 115 2 C; 0 5 AS7, M EI886 2002 ASTIME1996 20C2 ASTM E330 2002 Equivaience of Product Standards Certified By P, Apprc%,a- Method Date Submitted late v'al!dateC Florida Licensed Professional Engineer or Architect 5 A S %4 51L5 Methou, . 'Dplion A 018/10/20 17 29 h--,tps:,.N,N-\?,-\,.floridat uildin,,z.or,-,pr'pr a 2' 1 '20 18 Florida Building Code Onlille Pate ' of 6 Daze neriJmc 75C veprnva: ate Approved 2, 11 5122 Summary of Products Go to Pace Page 1 i FL # Model, Number or Name Description 152 7 9" D \%'3 - 0 0 D 1 A 171: 2 0 5 0. 1-318" Double ski lnsu'ated EvS (exterior skir, 27 o3 min, 20,51, 2'S3, 4'_c:,, 4H1 1 4053, 62 le.-mr s"kin 29 ga. mjn. Sirgle--ar (UM ro Q'3" wide' 64, 65, 62G, 62LS, 64G, SDP38, NINDCCDElio: W3 Garage Door 5KS38, 134i r:, 1366, 6 1. 3 C, 6131 513 3 1- imits of Use Cl erfi0frcatrnnAgencyCertificateApproved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +2C PSF I Quality Assurance Contract Expiration Date Other: The Ot 710this o,azingavai,able fcr is product 05/211/2328 meets the wind iced requirements of the buii'ling code but Installation Instructions DOES NOT meet the impact resistant requirement f windborne scene regions, The product without g,ase-Irl, DOE, VerifiedBy: Intertek Testing Services NA, Inc, comply with the impact resistant requirement for windborne Created by independent Third Party: debris regions {ref 1609,1.4 FBC). Evaluation Reports Created :iindependen, Third Party: 1 5279,2 OC2 W-,-C9 DSE--471: G,ISP, Galler /.4olist-y/Expressions: -3/8" D_-ubie-soin nStaiated y GRISP, GD'LP, GP - LP, ARISP, EPS (exterior skin 27 ga, min,; it ze(or ski 27 g 2, Min,) arcP, EDISP, E-1- 11-P, 4132, 2132, Single -Car (up to 9'0" wide) WINDCDDEC& 1,%13 Garage Dour 6132, EFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No L7- Approved for use outside HVHZ: Yes Impact Resistant: N,'A C C Design Pressure: -20 PSiO-2' PEP Quality Assurance Contract Expiration Date m-0 ucl1 Other: he 1PT'ONA_ glazrngav!able 'or .is 11 C 5 " 2 1/2 0 2 8 i meets the wind load of the butiding code but. I Installation Instructions DOES NOT rneel, the impact resistant requirement for 5 2 7 _ R 5 _1 T_ 12 39_5 v 0,11of p windborne debris realons. "heDFOGUCt without glazing DOES Verified By: Interiek Testing Services NA, Inc. comp \"-,!1 the impact res- stant requirernent for wmidborne i Created by independent Third Party: de--ris reri'u-,-,s ( ref 509. I F13,C). Evaluation Reports Created by Independent "hied Party: 15279.3 9130, Douole-skm insulated PUR (exzerior skin 27 a-., n- I L _nin.; 9131, c133, HDP13, HDPF13, interior skin 27 ga, min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 71311, 7133, 8130, i VVINDCODE@ WE Garage Door 8131, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No C, , E 5 Approved for use outside HVHZ: Yes 0 r: Impact Resistant: NiA R5 CAC ' V s K mod; 1 Design Pressure: ;20 cSF ' PSF Quality Assurance Contract Expiration Date I o1-20 Other: The OPTIONALglazingavailable F r t! is product d S/ 21/2028 meets the Wind load requirements of the building code but Installation Instructions DOES NOT Meet the impact r esistant requirement for I - i 1 2 _P'5 1 LWitwindbornedebrisregions. The crod"", thicut giaz.mg DOES er fied By: intertek Testing Services NA, Inc. comply with ,,,e impact resrstait requirement for windborne Created ty Independent Third Party: debris regions ref 16091,4 EEC;, Evaluation Reports Created tv independerit Third Party: 1_ 5279A 004 W.3-16 DSIE-IA-71: 2050, 1-3/8" Double-skm insulated EPS (exterior skin 27 na min.: 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 oa, min.; Double -Car (9'2" to 16'0" wide) r-4, 65, 62G, 62LG, 64G, SDr38, WNDCODE 0 V,/3 Garaae Door SrL38, SRP38, 134, 135, !36f E 131 C, 6 1 3 11, 6 133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No C CaC Approved for use outside HVHZ: Yes Impact Resistant: N/A. Design Pressure: - 20 PSIF/ .21 PSF Quality Assurance Contract Expiration Date Other: -1 he C,P71ONA9,a:: mg avai;able for this product 05/21/2C28 rnee-s Inc vmload -eauirerne,irs of the 0u-Ndinc code but Installation Instructions DOES NOT meet 'he impact for L7 vinddorre oecis recis s. -he c,odjcz without , a inc DOES ve-heo 5v: TeS-,ing Services NA, T-:,C. i comps y ,v--,h -,rie mi ac- - ea,stan' -eQ,_i-emerl 'o, windborne iT:- Crea ed n ncieperident ii7o Pav: deb is regionsref16C9.1,4 FBC), i Evaluation Reports Creac by Independent hi Pa-y: z279,5 hops: , A- A-NN-.tloridabuildiri(,.orzL)rpr app dtl. aspx')par- ari=«-C-'TE-\-X(-),A-tDqN---,N--\-'\'KJZIQ.,, 2 1 2 0 18 I Florida Building Code Onl;ne Par.,e 3, of 6 0 5 W _3 - S - E -'_ A 4 7 1: 0 D 1 S " - 11al ' X-e!'r) r S <i r- 4, G a, M I ",; 1 l- i Skin 2 7 va, cP'__r f _H Sp, E_ r.,, v,,ide) W7N COD,'AW - Garage S Ni r C 3 8 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: -20 PSF,'-21 PSF 0tri T-le Or Ni ci:zinc a,,a,iaI-!e s c, ooul,-t meets -,`: e wim oas couilcino coce but DOES NOT meet Ine innPact resistant ieouiement to windborne debris regions, The Product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609,, .4 FBC) . 5279.6 0 ,) 6 W -- - 16 - S: _ I A 171: 9 11 3 0, 9i , ', 9133 - HDP13, HDPF13, H D P 3, 7 130, 7 13 1, 7 3, S 81,... 81. 33 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: - 2C PSF Other: The OPTIONAL glazing available for this Product meets .,-,e wind loss requir-erients of the building code but DOES NOT meet the impact resistant requirement for windborne debris i-egions. The product without alazing DOES comply with the impact resistant requirement for windborne debris regions ( ref '609,1_4 F--5C). I 5279, 7 C' 07 ',V3- I _SPAN- 2- 153: 7 3, 1500, 5, '1910, 84A, 94, 42, 48, 55, 48E, 5 5S, 4RST, 6RST, 4RS, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N,,A. Design Pressure: - 20 PSF, -21 PSF Other: The OPT :ONA_ g:azTnc: available for this product meets zrie wind cad req.irernenzs of the duilaing code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). 09 DSTI-'-, F' 1: 430C, 43C,, 43110, 44001, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200 16201,62C3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: - 28 PSF ' 1-29 PSF Other: The OPTIONAL g,azina available for product meets the wind load requirements of the building code but DOES NOT meet. the Impact resistant requirement for v,'indborne debns regions. The p, od,j,-, without I -grazingDUES comrly with, the Impact es!stan' requirement for windborne ebris regio- s (ref 1609.1.4 FisCl. 15279.9 009 Vv4-39 ISIE-IF471: GD2SP, GR2SP. GD2LP, GP2L'P, AP\2SP, AR2LP, EE2SP, ED2LP, 4302, 6202. SFC68, rbFC68 Certification Agency Certificate Lr D: 2Qf _y Z-n -I-, tea'" of mgit _ IYJ IF 7, P Quality Assurance Contract Expiration Date Installation Instructions Verified _ Ey: ,nth tei< Teszm,- ServicesNO, inc, Created by Independent Third Party: Evaluation Reports Created by IndependentThird Party: Douldie-skin Insulated PUR (exterior skin 27 ga. min.; lnos,ior kir 27 ,a, mir.) Double -Car (9'2" to 16'0" wise) WTNDCODER 'W3 Garage Door Certification Agency Certificate 79 CALe,,t tF Tact ,arc j.r of Quality Assurance Contract Expiration Date C5/2 !/2ID28 Installation Instructions cf Ve nfied By: inter- cek Tesung Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Thil d Party: Steel Pan (mir. 25 ca.,) Dnucle-Car (9'2` ,c '6'0" wicei a, ` N D C 0 D E -,y V,'3 Garage Door Certification Agency Certificate FL:' r279 Rn C r rgof of -r a o a e c, Quality Assurance Contract Expiration Date C 5/21/=8 Installation Instructions p7i-I 5271" Ir 5 ':_ 1 _ I Verified By: Intc,,-teK Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created 1ridepencent Third Party: 2" Doubie-skin "nsu'ated, EPS (exterior Skin 27 ga. min,; interior Saw 27 ga. min.) Single -Car (ut, to 9`0" wide; WINDCODE,& W4 Garage Door Certification Agency Certificate er A- Le 'IV 21 0 Quality Assurance Contract Expiration Date C5/21/2028 Installation Instructions Verified By: intetek TeslinQ Services NA, Inc. Created Third Party: Evaluation Reports Created by Incepericer, Third Party: Gal 2" Double -skin lrisulalred EPS exterior skin 27 ga. min.; Interior skin 27 ad, min.) Single - Car (up to 9'0" wide) WINDCODE(d W4 Geroge Door Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No v",4 Design Pressure; +2S PPSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard blazing available for this product 05/2112028 meets the wind ioad requirements of the building code but Installation Instructions latips:,",'N'-AA,N-.floridabuildinL:,. or,--'pr'prapp dtl.aspx'-parani=,A,GE\'X"-"-tDqi-3\-'\-VKJZIQ,.. 2, 1 '2018 Florida Buildina Code Onitile PaL e 4 of 6 I I - -es NDOESNCTrnee, the ininac' resis'ant requir"emen' 'or Verifleo By: 'nte-ek Tesinq Se,vicInc. r -, nclepe--ident T! [rH Dar' winc'borne denr!s regiorl, ate c,,, n y: Evaluation Reports C,-eatec: iroerienoe-,-, 7-'i[-0 Dar-y: 5279 , 11 1 10 A, 4 - 9 ,Sill F 1 -7 202, i Doijbie-skin insulated PUP ((exterior skin 27 ca. ruin.; jr) PH D P F 2 'rilerror skin 211, ca. mir.) Singie-Ca:- (up Ic 9'C" voice) 2 3 7 7 2 C 0, 7 -1 ' 1: 7 3, 8 2E ol:NDCODES 1,1,4 Garage Door SEC"" 62',_-, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -218 PSF,-29 PSF Other: The OPTIONAL glazing available for this product rn . ee-s the wind load recuieme,:ts of the euildinc code but DOES NCT meet the !maact esista,-, -eqerne:--,ir for windborne aecris regio:-,S. TI-,e e-0bUC- g WjnoUl, iazinqDOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1,4 FBC), Certification Agency Certificate C Le--\- c r 7 Quality Assurance Contract Expiration Date 05,121/ 2028 Installation Instructions rr7C D_ D- Verifiec, By: intertek Test:nc -Services NA, li-c. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oil V49 DS!''O-IK479: Canyon j Double Skin Insulated PUR (exterior skin 27 ga, min.; Ridge/Brookstone inteio, skin 27ca. min.) with Kerley Single -Car (up to 9'0" EC ' wide) WINDCOD v, W4GarageDoorLimits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -28 PSF/- 29 PSF Other: The, CPT',0NA1_ gla-_,!ng available for this proauct meets the wind loud reaur-emer.ts ol the luiildsng code but DOES NOT meet the impact resislanit requirennent for windborne debris reaiors. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (re. '609.'_' A -BC" 15279.12 012 W4- 09 PAN-2FI51: 73, 1500, 5, 190, 84A, 94 7 ---; 42, 48, 55, 42S43E, 55S, 4RST, 6,; OST, 4DSF. 6c,S,F, 2RST, GC' 55S, GD5SV, GR5S, G;y5Sv', A-R5S, ARSSV, EE)5S, EDESV Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: - 25 PSF ' /-32 PSF Other; The standard glazing avaiiable for this product meets the wind load requirements of ',he suilclinc, code but DOES NOT meet the impact resis-,anr :-equirennen' for windborne debris regions, 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GI-4, GD4S, (,-D4L, GR4S, GR4_1, C-SV, GS4V, G4LV, Gi_4V, GD4 SV, GD4'-V, GR4SV, GP,4' LV, E45, 54L, E,4Z, ED4i -, E4SV, E_4LV, 17D4SV, ED4LV, SS4, S1_4, AR4- Q, AR4L, SS4V, SL4V, AR4SV. AR4LV Limits of Use mmmm Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: PSF,!- 32 PSF Other: The standa-,' giazinc a,,a lal,ie for 1";is P,oduc*, meets tne w nd cad 7eour- emer-ts oune c,jiaing code but DOES NOT nnee, the irinpac, es!stant requilrenlent for windborne debris regions. 79.14 014 W4-109 SP0-2F449: Grand Ha-vcr, Stone Manor Certification Agency Certificate P ` 5_29 _5 c _ r:te K -, of L_ Quality Assurance Contract Expiration Date 05/21/ 2 028 Installation Instructions e_ r ifj j-5y: T terpek Te' sh-ng Services NA, Inc, Created by Independent Third Party: Evaluation Reports Claa- by independent Third Part,,,,: Steel Pan (min. 25 ga.) Single -Car (Lip to 9'0" vide) WINDCOD l:S W4 Garage Door Certification Agency Certificate C '"e, iN, 52 of L Sai-, G 2 L 7L Quality Assurance Contract Expiration Date 05,'21/2028 Installation Instructions 3 5 Verified By: Inhertek Testing Services NA, lnc. Created by independent Third Party: Evaluation Reports reeled, by '.1independer', Th;r Party: Gallery, /Artistry/ Expressions: Steel Pan (,min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEi]o W4 Garage Door Certification Agency Certificate u I:ec, n. 1\ 4 Quality Assurance Contract Expiration Date 25/ 21/2228 Installation Instructions Verified By: intertek Testing Services NA, Inc. Created by lndeqende-i, Thir-, Dart, Evaluation Reports Zrea.ted ov IndePencent _ihir.' Pa-) Steell Pan ' min. 24 ca.) wit.". Overlay Single - Car (up to Vu6e,) \,%`INDCODE k IA, 4 Garage Door htLps_\_-, A_\_KJZlQ_ 2 1 2018l-,,-N, -,-\\.fl -.oridabuilcilli--. Ora Pr pi-_a_pp__dtl.aspx"param=NN,GE XQ,,vtDqv V Florida Building, Code Online Pa,_,e -5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NI;A Design Pressure: -25 PSF/-32 PSF Other: T he OPTIONAL glazing available for this uroirlol leeliz ,-.')a wine loac equireme-,s the bui,d_rig code nut DOES NOmeet 'he is,pac, resisant , ecj(lennenr for windborne deb ec;ons. he pr.,iduct Wid)OUt ioiazinES comply with the npact resistant T'.requirement for windoorne debris regions ( ref 1609.1.4 F5C). 1 5279. 15 15 W4-16 DSTE-1F!71: 4300, 14301, 43- 10, 4400, 44011, HOG, HDGl- HDGF. 66, 66Gj 67, 67G, 68. SP230, SF200, 4E230, 62M, 62 1, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: s25_1 PSF,/-25.5 PEP Other; The standard glazing availisale for this product meets the wind load requirements of the building code but UOES NOT meet the moac' res stant Fiouirernent for windborne debris regions. 15279, ,6 01 b %N'4-1 6 1 F4 DSTr7-, 7` : GD2SP, 1 - G:n2SP, GD2LP, GR2LP, yii22SP, AR21LP, ED2SP, ED-)LP, 4302, H-)GC, 6,202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: - 25,5 PS,-,/-25.5 PSF Other: The standard giazing ava;labie ro, this brodinct sets the wind Lad requiremen,-, ot the buijdmu code but DOES NOT meet trre impact resistant requirement for vvindb,rne debris regions, 15279.17 1 017 W4-1 5 DSIEC-11`479: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: + 25 PSF/-25 PSF Other: The OPTIONAL glazing avzaiiaPle for this product rneets the wind load requirements of the building code but DOES NOT meet the impact resistant reaumernent for windbo, ne denus The product without it:azing DOES ply with tire - mpact resistant-eq;uireunent for- windborne debris regions .-et 1 50-9. 1A FBC). 5279,18 0 18 W4 - 16 DS'U- 7' : Q 2 C 9WDIP12 riDPF20, HDPL2C, 7200, 72C- 8200, 8201 , 8293 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/ A Design Pressure: -25. 5 PSF/-25.5 PSF Other: The OC`_ IDNAI_ o;azr--, ilabie pis putduc' eet5tne vw-,a icac of --,e code tut DOEs NOT, rneel, one impact esyan' requiremeint for wind-borne debris regions. The product wild -,out glazing DOES oornp)v with the r-pact r sistant requirement for winLalborne de,'Dris regions ( re` 16119.1A FBC). Certification Agency Certificate Quality Assurance Contract Expiration Date 015,,'21 /-C28 Installation Instructions jIiea Sy: intre! tek Tesijc Se,v!ces NA, :nc, Createe by independent Third Party: Evaluation Reports Created d,, '11rLdv,,.) eraen,. 7r,!- d Party: 2" Double -skin EPS (exterior skin 27 sa, min., interior skin 27 ga. rn( n,) Double -Car (9'2" to 16'0" wide) W1JNDC0DE,k P,,4 Garage Door Certification Agency Certificate 7 R, - C_,.' PlGc_2' ccnhra a-l',prco, C, S D Quality Assurance Contract Expiration Date 05/2!/2028 Installation Instructions Verified By: i iCK -esting Servi-res NA, inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin lnisuIazed EPS exterior. _km 27 to Mj,.; interior skin 27 ga. rnin,) Doubie- Car (19'2" up to it_,V' wide) \NINDCODEt VV4 Garage Door Certification Agency Certificate C 0 ac, y\x4 Quality Assurance Contract Expiration Date 05/2 Installation Instructions P4 , - P , r - , " _-, , q: r r! -_, _c ServicesNA, !no. Creates by independent Third Party: Evaluation Reports C:-eated' by Ircependisn', Third Party: Double Skin insulated EPS (exterior skin 27 ga, min.; interior sklini 27aa. min.) with Overlay Doubie-Car (up Is 16'n" ,vide) WIN DCODE'-k W4 Garage Door Certification Agency Certificate 7 9 R 5 _ C --A e ir i: e, v, I h inn o o if co n V: a cl a i '_j of, Quality Assurance Contract Expiration Date 0- 5/21/2028 Installation Instructions 70 Verified By: it tereK -1 estirig Services NA, ins. Created '.v Party: Evaluation Reports Created by Indecendent, Third Party: Doube- KE,r insu,ated ;exterior skin 27 ga, min,; nterior Skin 27 ca, rnm." Double -Car ( 9'2" to Ic,'C' wide', er,'TNDCODES \A,4 Garage Door Certification Agency Certificate C W o-,; Ig Quality Assurance Contract Expiration Date 05/2'/ 2C2S Installation instructions verified By: in,.eei< -1 estun,:i Se vices, NA, !no. Created by independent Party: Evaluation Reports C-eated Inseperaerz: 'a,-",,: XQ - - " 12 0 18 hums: pr pr Q J-' - I _app_dtl.aspx`param=-\vGE\ -vvtDq \--,,--\"\7K,JZ I Florida Building Code On] thez:f PaLye 6 of 6 0 va Double Skin -Irisu a,,,ed Dr P, 'exterior sKi,-, 7 -,a. m1r,.; W4-16-S,'! C-IK479: D j.1) i e - a41nO, anter-ior SKIn Q2, Mi:-` to'd vev wide) WTNDC'-),,DE:O vh4 Garage ,s o r Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -2S.S PSF/-25.5 PSF Other: the -) I 1---',ON,',- g azing avaiaDle for this product mee' s ',he wind ioac rec,-iremen1tS W the DUiidirnC C,-'Cie but DOES NOT meet the impact resistant - requirement eor windborne debris regions. The product without glazing, DOES co„ nplk, vvi'r "le impact resis-a-t req-;rernent for omcberne cetris reclors 're' ' 609.1,4 --3C' 15279. 20 -- 2 C roV 4 - 11 5 PA N - 2 1, 5- 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4PSl-, 6RSF, GD5S, D5 GSSV, GRES, GR5SV, AR5S, AR15SV, EDSS, ED5srl Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -24 PSF/-24,5 PSF Other: The standard glazing available for this product meets the win,' toad rLqulrements of the building code but DOES NOT meet the impact resistant reouirernent for windt,) orne debris regions. Go to Pace Certification Agency Certificate 7 e!, ek- Quality Assurance Contract Expiration Date C, - cz, : 1/2,-28 Installation Instructions 52-, 4, :T Venfiec. Erv: 1ritertek Testing Services NA, Inc. Creates ', v indepencler, Trw a Par*,: Evaluation Reports Created by 7ndepennent Third Party: Stec' Pan rain. 25 ga,, Do,,Iole-Ca- (Q'2" ',3 16'0" wide", WIND CODE,5 VaLl Garage Door Certification Agency Certificate Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 52- q RE Verified By: intertek Testing Services NI;, Inc. Created by independent Third Party: Evaluation Reports Created eOby :nCependent -hire Party: EED Nit 0 a, Page. 1 / 8 a * Cp. The S-aZe of 9crrida is a- Z-VHC er,Lrc,e:. Snre Mo- jr0e, Flo -icy, 1. er-od aGd,,Sses are pnh -ezur-Vs. :f you do *roe a,, Y.,JC e-,,a, ado ,ess -e,easeu , 'esub'se at a pjobc—co'ns cces', do' C', 5-b electronic , ai to his entity -notead, ClfltaC-, the office by prone or by -ad,honW Mail, 11 you have arty Questions, ricas- co. SsC 487 .395- to r75 1 L`Iorda Statures, eflo,ye October 1,nment with an ernail address if esbto' 4F5., 2012, licensees licensed Linde, Chapter 455, F.S.F.S, must pro,,of, the snorer emalls D, ov.ded may re use! for rafficia :0--ih,cation ,,t the licensee. o.e,e e-1 acoresses pucii- re,o-, tz you nc no, wisrtc theyhas, Ora, T , SaDp; y a -C -a puoitc, -mine if Yo, ae x ,ersee ,de, ad-leSS, pieas vloV,oe th, DepartMen. Wj-, an erna, al-ress vniC, can ne male avaieble oc t a oste 455, F,S, piesSe chch _-,e Product Approval Accepts: 7 L ---- j Cald Safe 1 1"hops.- I prpr_aj)p_dil.L,,spx"parar,,=--,"-GE-\---'Q-"-tDq---'--'\,-KJZI WIAIT HEAL AF Il P11511 VII rT - 7 imF-T' IS. -I--, 1.KA voR am ArZ6 SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. REV 7 SHEET1 IF 2] OQ'--Tv—m/07 12 8/2009 13 8 14i0 14 1/2012 A'PONAL GLAZING MAY RE STALIDARD OR IMPACT 15 4/2012 RESISTANT GLAZING. SEE SECTION B-5 FOR DEJAALS. M,FK. SIANDARD SIZE IS 42-1/2'.16'. IMPACT RESISTANT GLAZING IS 21-5/8".14-1/8', V . . - -- A 2-1-2-1 P A E, TNO U-& GM -4 DESIGN ENGINEER: MARK WESTMFIEID. RE FLORMA P.E. f48495, 14C Pl, #23537, rExAs p E, 191513 GOP `I-`GN ig"n lMKNM4 SHIP LAP JOWLS. if DENSITY POLYSTYRENE FOAM INSULATION 1--5/ 1 a' THKNI WITH WN'D- HNRCELL -1 1 BACKER {INSULATED MODELS ONLY) 25 GA- MIN GALV STEEL SKIN - G WITH A BAKED --ON PRIMER, ADD A BAKED -ON PIN YESTER Top COAT APPLED TO BOTH SIDES OF STEEL SKIN. F- MPC: PAN-2FI53DClapaySAI1/3/97 8585 DUKE 81VD. 3uliding PMASON, 4 o4a DRAVN " JAC 2- p-cmy- (513) 770-4800 C1ici`E9 _8K- 0- Caracrctlen m —RI.Ot. R-d— m'ww X* FO EXTENDED HEPP, COMBNED CLOPAY, HOLMES, AND SEA ADSEV M/N 428, 48g55S ------ ADDED _MIN 4{ ADDED 'CARRW, E - HOUSr EMBOSS - VOOFS, --- UPUMED j4SSEI TAFYE RVASM W40 SPEED TABU MR ASCV-10. ADVED NPACT PIESISTNTP Gplm. 3" TAIL U-BAR LIL-A' wl- 20CA, GALV. STEEL MIN, YEILD STRENGTH: 50 XSI 2* THiCx if T 12 GA., GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 114x5/8' SHEET METAL. SCREWS. 14 CA GALV, ROLLER HINGE, EACH HINGE FASTENER TO END STLES wmi { 4) #14x5/8' SNEET METAL. SCREWS AND (4) 1/4'. 3/4- SELF TAPPING S li CREWS. SEE VIEW 'B 3' TALL . 20 CA GALV. STEEL. U-RARS IN A 2- 1-2-1 PATTERN (I E TWO U-BARS ON BOTTOM SECTION, ONE I) -BAR ON NEXT SECTION, ETC,), EACH U-BAR ATTACHED WITH (2) 1/4%3/4' SEIF TAPPING SCREWS PER STILE LOCATION. 13 GA. GNU. STEEL_ BOTTOM 'PEACXE . ATTACHED WITH ( 2) #14.5/8' SWEET METAL SCREWS. ALUMINUM EXTRUSION WAHL WEAJ14ERSIRIP. DESIGN LOADS: + 24.0 PEE & -24,5 PSF TEST LOADS: + 36.0 PSF & 37.0 PEE W4 PTK' CLASSIC AND CH RP STEEL PAN DOUBLE -CAR , 16W _I 24/-24,5 PSF 7 FRXv- lN5 i7m B 101711 1 B C TY TO BY 4RSF SRST ERSF SORB OR N CEBTEKS, 1-1/B' O.D.XRfER RMIA.,LPfl MANSSZ I BE BEMMg NVT KROMER) M FRAME A "V CA TRANSFER IFS M 34i; —8 1— TU 3'9' 9 IM1 A MIDPAWL 11. — 0 w R, v ARO{ wy BE MAFREUM OT % M MMTOS A RVH SFER 0MILANALMMMMUl REFER TO SNSiN -"t A LTETORM TTEII N RTEKRE SiA1Ri PASS NNE IMPACT RESISTANT ASS AILS ,E,M BLYDETALLS I I _A DRAWiNG101711 -A W_ TAB NO " Alln 5 jD owKs (.o=OR DRORS WIM OPT*NAL -_KT 0. 111E XV11 IS OE 1£Y>A -41RF VTH IBO - m E '/ 4A' — A45+1f8Ly TKT, E l BEEPS TK, PIRtD 6w f6 IRERFITTS (X, THE MKR9. ".p1m I. .. 3NTM.7101.z BUTOITR crsrE W W,= —_ FECRI—EBTS (IT', .— 1e —/-), STANDARD ASSEMBLY DETAII S DRAWING 10171 I-B F! N?Ni FIRE VTRi Uy, `Rlo ONOLRS'DE SkRlf NOTE - T rR_ T,IRE E UTE RENNER, omaruc — rud SOB, MB AO1A R' 111— ' _E 5 W7. OR tual CT oIvwE — ' m/mc' 2R w i>'pE o-R -m . -E vKi nirm,-8 AO THE m4D LOKO KEW— Rs Pf FLWI auww COM OR VL m Vtm I_ql vEET R —, RIll R KIWIRK— MR ..ROORKE DOE— -A_ REF, CSiAIe. I R 1 D T-=O" AXA(OK PRm`O NE"C TTO $F`) A""Mo K,E— V4 w, OR Two '/VROU,FR#fl3} i fwL P'Z CESKRI of THE SUFFaRANa --r"m aBDETRR SIORL E5 KE TON M,` IN mwcc T "UON. s MR ME MAR OA I,S' ED ON TKE Dft4ATt41 Emma3ffim TON ENGRIEFR: MARK WESTERFELD, RNA P,F, 441305, pf UQM TRACK CONFIGURATION AF39VE 711E DOOR OPENING DOES NOT AFFECT IHE WIND LOAD RATING OF THE DOOR. TRhCh e T D ' D OIER Top BRACKET VEl- — KET, W WiFAS,Mm OVMOR 3) 'pe—E/ 8- T D_ T 0 E' I/ warntA0scRe+ TRACK lw —RESEz A. Inum—W11111—AUL fj AYMA%Z_ AE NUJ'M OKA TR`sx sxR`FpxT w D, RVTKR -,RT. 00 MIS R T' KOCRET. 2 1 E, W" F-K a 3 RHT J M 112. '413.1' T. P XNESS` 'Ko_ U2', 12 Qk GOLVSTIR TPvCK 6, M Z IM P 'M12': '4211 KY, — —IT bblita 1 aictEn w' 11ITJYI P. MR LGO+t5 wE, Kim V I—, lvu NOT 1pIDOEM - Rp- sl l 0 PROv^tJ- Cplvjur —_ r R WRE DEM, w BOA, AE DESIGN IIADS: 111T) PSI I I TEST LOADS: +36-0 PST & -37.0 P f zz Florida Buildina Code Online, PaL,,.- I of 4 7 -7,7Z v v ZZ, K:Stoms ,Og 1, Lse, P"gisrFatio, inot TapicS Submit SuiCarge Szat, & Fa,-S PUr,Catio- plyc Smff 5= Site Map 1 L,rKs Search iProduct Approval ii USER ropltc b,e- db` i > Appiicabia Det.0 j=rcl- F'- 17 4 9 P, -R, 3 Ap;pih: azion Type Revis;on Code Version 2017 Application Status Approved Approved by DBPR, Approval, by DBPR shall he reviewed and ratified by the POC and/or the Commission :f necessary. Cornmen's Archived Product Manufacturer lu: Windows and Doors Add ress/ irlione/Email 650 Wes' Market Street Gratz, PA 17030 7'.7' 365-3300 Ext 2560 bsinhnoera,,rniv,, cj.corn Authorized Sijnature Brent Silinger bsitli,)ger@miwd. com echnica: Representat ve Address,'Pl, one/Ernai! Quality Assurance Representative Add, ess/ Phone,/rnail Carecory Windows Subcategory Single Hung Compliance Method CeFff!CarlOri, Mare or L!sting, Certification Agency American Architectural Manu acturers Association Validated By Steven M. Urvh, PE Valicalior, Checklist - Hardcopy Received Referenced Standard and Year (of Standard; 5jaMdard AAYr,A 5,-r6 AAl,IA/', NDVIA/CSA v,AfvA/ W,Dtu,A/CS,y 101/1,S.2/A440 Equi aience of Product Standards cert;fled By Product Approval Method Method I Option A Date S, bm!tled ,;22i8 Dale VahcatLC 8 Care Pending K Al::,provai Date Approved 01/21/2018 Year 2011 2008 2011 1 hrips:, 'Pr pr_app_dtl,asi x?L)aram=-"GEN-X-Q\-tDqtCt-G,-7-\-iQlz6B... 2,12018 Florida Buildinzy Code Online Pa 1- 2 o 'I , , Ir Surnmary of Products FL # Model, Number or Name 17499. -1 185 Sill Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55', ty:ss:ie -eej C, Wind Zone 3, G,ass bedded in Pecora 896 sea ant. 1-7499,42 : isE SE Limits of Use Approved for use in HVHZ; No Approved for, use outside HVHZ: Yes Impact Resistant: No. Design Pressure: - 60/-60 Other: R-PG60 1 71499.3 181 5 Sr" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: =60/-60 Other: R-PG50' 17499.4 : 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -6--j'-67 Other:R-PG60' 749S. 5, 1 S 5 S H, Description 36xC4 Fin/Flange Frame IG/SG impact Single dung Certification Agency Certificate ML Quality Assurance Contract Expiration Date C,,/ 17"20,18 Installation Instructions F! no' Ver,f;ed BY: L,is R Lornas nE-62514 Created by independent Third Party: Yes Evaluation Reports 12 r2-R3 AE 11332 rrF 23- _-- - - ------- -- Createc,, by independent Thi, d Party: Yes 52x72 Fin/Flange Frame !G/SG Single Hunto Lar-,inate:' Glas(z Certification Agency Certificate G. H 7_ C' _._,R3__-,._CA. . (Ij ).Qdf . . ........ P"- 0"i lows n3 _AC MT A C M 1 S 5 S Nf Quality Assurance Contract Expiration Date 10/08/2078 Installation Instructions 4-'Q Veri'led By R Lomas PE-62SI4 Created by independent Third Party: Yes Evaluation Reports Created by independent Third'a;-,y: Yes 36xC4 Fin,-lanae eraroe -,-/SG S—e Hun c Lanmna-.ec Glasc Certification Agency Certificate v, avCs adf 0 " C "NdoiNs - 85' S-- -'n_' 7 ' 7L' NIF Quality Assurance Contract Expiration Date 10/ 17/20-S Installation Instructions Veffied By: Luis R Lonnas PE-62.514 Created by Independent Third Party: Yes Evaluation Reports 2i2-- ala-2— I Create, C by independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate Quality Assurance Contract Expiration Date 0 4 /2 5,'2 0 2 2 Installation Instructions Verified By: Luis R, Lomas, PE PE-625!4 Created by Independent Third Party: Yes Evaluation Reports aTZ- 17401Ab,; Inclependen-, T hird Party': Yes 52x' rrame !G,'S,- 'rinpac' Sin iunc Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No 74 OQ , i 'J 0, W S oCPITV,n , Approved for use outside HVHZ: Yes Impact Resistant: Yes -- CAC M' laps: ,N, NAA-«-.floridabuildii,,,z,orprpr Lipp dtl.aspxlpa,raiii=,A-GE\'XQNA-tDqtCt.G,-\B z 22 11,2018 J R' t ari is B i1c izr Code z tiz e Pale v oil Design Pressure:-+-55J-.5 Other K M-ssiie _ever D, 4vi d Lone S. rG as. be J)eade.c re:zo a 8,_E seai,.i_. Quality Assurance Contract Expiration Date 10/10/2018 Installation instructions ie u r, r,<as, ' 514 creat.ec by nceDericentThi,c! Pa":v: Yes Evaluation Reports 74 R, Created by Incependent Third Party: Yes 1'7499.6 85 SFi 52X84 /rlangc . ra^re TG/SG Single Hung Limits of Use Certification Agency Certificate _ Approved for use in HVHZ: No n1 0, 7_ Approved for use outside HVHZ: Yes n "CXS Impact Resistant. No Y _,?s S n Design Pressure: ;-60f-60nic 85 n q Q7$l'ier: (i-PG60 I '__-.. .......:_... ti, " IC'VVS _ 8 Sl-i Quality Assurance Contract Expiration Date I0/09(2018 Installation Instructions Verified ry LWS R _071a_ PE 62514 Created by independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes i7499.7 185 Trlrr e S^ I :;iX72 Fir, Fra'l_e 'Gr SG S.ngle ;-lung 1' 0x72 Flange G,jSG Single Nunn' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No r - P Approved for use outside HVHZ: Yes Impact Resistant: No iDesignPressure: y-50/-50 df Other: R -" 501 40_ 7 \ t._ w`, ____ .:_ ...._ .:.`_2_'u. '. Quality Assurance Contract Expiration Date 10 2C/2618 Installation Instructions 4Uy df FRQ; 4_) Verified By: Luis R Lomas PE 62514 ease y .ndepe ,o- at T mid Party: Yes j Evaluation Reports Created ry Independert Ttwd Party: Yes 17499. 8 185 Twin SH 106x72 Fin Frame IGiSG Single Hung 105x72 Flange Frame GfSG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No i f4 C.l _n,c ,RS S Approved for use outside HVHZ: Yes Impact Resistant. No L 7 4 0, 9_. rL Mi ,vim_ S-HDesign Pressure: -45/-45 1, d? ther. R 9G45 d.<_7 A qr } ._':_ k - ---fig, 4. r \ n ws gY SF ,\ Quality Assurance Contract Expiration Date 13/ 20/2C!8 Installation Instructions 4, C 7y Verified 5y riS R Lomas P 62514 Created by independent Third Patty: Yes Evaluation Reports 1cy ns _ Bated by . nde nden'--'-w"d Party: Yes aC. iN— t 25 re pate of F o.,da is an. „F ,._,r e nvo 4 --"`- httt,s: « 3tit. 1E ridabL ilt i t.c r "pr i p ctl.asl)x`.'I,)ar rii=—N-GEN'Q AtDgt t;G—YN" ?iz6B,,. 2. 1 2018 Florida Building Code Online P a Ic, e I 't' o f It Lnjc- ' o,c a a, ,aii ad cesses a,-e c- C ,rcs , " o, d1 , no, e- -I a, a =ecs ee" SEC re<pc re -.lies", e- e,1c:IS,, :n_:ea., 7o-a.t me vf`-e r, Phone 0-at, ., <11, have 5, to 7.', S"atutes: eflec--e DctoDer I, --C 2, ca'a4es cEnsed' under F,S, -lUSZ ,,Ov,dje DeDa ment 1- a- 'Ma'! aa-es, if wro• theynaveone. Tne mas pvidec may be used for official -0—u,-3 tlon -th, the G Elsee, H-elel email adoresses are Puffh, re"'orc f you do not wish tosupply aperso^al aict ress, Dleate provide the Department weer an emai aod,ess "'C', can be -o' o",-lab,e - thE -chc, -o lete-mmc ' you are , ;Ice see j,ce, Z, apte, C,eace Product Approval Accepts: 17- 7; U, 5a m Safe hv, ps:,, pr pr_app_dtl,asi)x'-.'para.iii=«-CTE\'XQN,,-,DqtCL'Gvr-\jQlz6B.,, r 11) 11 1.fI>R PRODUCT SHO'NN M MIN S IN WMT AND MANIM AGWRED TO CMAY MIT F,I,f OUROf ME NIS UT HIF flOfFDA ROMING CODE, 2 WOOD fRAiIING AND MAY)NRl' OPfN1N'G TO BE DPXNGD AND AWMIAD TO PHMIMY IMWHH All- 1AWN TO SWUM)RE. IRAMING AND MQQONRY OPENING 6 Hit- RJ'Of! ;lffllj FY Of filf ARCH DI(j OR FNC'jNEE-f? 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FL No.: 62514 AVy kAME 1 2' MAX FR'Mi WID ki in" wx oC 2" MAX fi,AX 10" IAAX OC. 2" WX I 72 MAX MAX 2" X-- lo- M, A x 0 C 7 2" MAX f RA M E 185 ALUMINUM SINGLE HUNG VVINDOW 185 ALUMINUM SINGLE HUNG WINDOW FX TFRIO lP OFF/ EXTERIOR Vil W IN INSIAl I A TiON FIN INS 7AI A TION 3ft- I;HAPI #2 F-Oi? r,JJAIJ F R ONO RFOOM10 A)lJ`,II()Rq SCE CHART 92 f Of? SMALLERFP ON17S Rf OUIRFI) ANCHORS E PATING, WIPAI, I RATING01-Sh' N PIWSSOR 16O( OPSF NONE 1,10 i I " I M/Xl'"lIjF1' SAjH SO ',!' X 'W"', 2 MAX( MlijF1 SA',H 1) 1 0 4,/H- )l 52 aJAXMUM EI)IFUl D! I) 44 03" X 32 1 121 HARDWARE SCHEDULE MF TAI SW LO( K AT 8 1 ROM EACH END RM RK)Ti MFFITM, PAIL M MID TACKI F OW ANC E A T JAMBS 1 14, 4I, V7 I-D-M,4C,H0H N CHAFW3 711 1 /1 PI GIASS I lo/w/ 1 1. CHART#2 SIGNED, 14' 2017 MI WINDOWS AND DOORS, LLC o 650 W,"; l MARKET STREET GRAIZ, PA 1 /030--0370 SERIES 185 AIUMMUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN Et. 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A Ali) i x i L Fvoi i FINIST ITS, IT Y 0 T / if RS, No I AT 10 WN FOR CLA 10 1 Y 2 PE T iJMF 7 E R AND,A)IN T Sf- A LA N T P Y 0 1 P TERS TO f3L DESIGNLO IN ACCOROANCE WITH AS iU E, 112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 1 /030- 03/0 SERIES 185 ALUMINUM SING i E HUNG WINDOW 52 X /?" NON--lM p AC I FINLESS INSIALL. AlION DFTAILS Itw"",-, 131, N. G. 08 - () 2 5 4 9 cA,F NTS f 9/14 "Ff 1 9 OF I I I R:14_ —ok hOM T? if) 1 OMAS Pf 1432 WOOOFORV H0 I FWOVU F, N'C2702, 434 6, 18 n609 -,7, I (Ow/ I / R I SIGNIFI), fZ' 14,12017 9, L o A T GAF 0 Q TP LuisR. Lornus P.E. L No.: 62514 APIPPOVI F) At "''4 f f IN fWA Dj'-,fANU!- INTERIOR A It IAP '01 EXTERIOR 7/W' UHN Atffj' i3'.I',IP7D FIN I '-K "I'll", I VERTICAI CROSS SECTION W001) FRAMING , OR 2X BUCK IN,; I Al I A NON WC10D F "RIIJAIM( HY OflftwS SI6 ',IIACF WOOD ffW/Ht1'(-, 1/4" MAX BY OfiqRs SHIM SPACi 8 WOf)() '.-,CIIIFW INTERIOR 1 114" IIN Wt DMPt I T j! J11,23— APf ROW D Hiii'11'10 Fit 7/16" vilN EXTERIOR DG(- 1)1';IAfJIJ JAMB INSTALLA DON DETAIL WOOD FRAMPV6 OR 2X RUCK INS7AI LA NON R"VIH) llfl('HOR ';PMAIY Al "!AfW PIVV;Ff) (JA5s NOT[S 1, INH-PIOR AND E XIUVOR SINISHI S, BY OTHERS, 1 / 4 " MAX NOT ,'5f10FVkJFOR C1AHfIY SHIM SW)ACL MI WINDOWS AND DOORS, 1-A-C 650 WEST MARKET STRFFT WOOD GRATZ, PA 17030--0370 I RAMIN,; 8 y A) i I I I R SERIES 185 ALUMINUM SINGLE HUNG '01INDOW 52" X 72" NON -IMPACT FIN INSTALLATION DETAILS UW W, OB- 02549 12/ 29 14 SHE-`0 of- I I L. RORTWON '"A A P U 1432W 10,')FOF?Ilili)LLVVISVILLE,N(,27 7p3 434 698 0609 n,, Sl(, Ni--[) 12 14,2017 g L 0 41 tv qp " Jo A. 7 TATE OF OR Luis H. Lomas P.E. FL No.: 62514 i Mi IAL 1PIT, TURIF Iiy (Iii i f Ps Ju y4f EXrER10F? a. APPROW I, If ALAN] M( U4 SiRUC ill JR1 W OTHEP", 112" MIN f0GL DiSiANCF, 1/4" MAX. SHIM SP41i 11 OR Si I F DHII I i'll"', SC, RE W INTERIOR VERTICAL CROSS SECTION Aff I'll SIHOiljfifl WSIAILANON Nf ) it X I tfJff fl)ORANP I Xl[-RKXR VINISHI-S, DY01ill RS, 10f Sfi,011TJf(1[t CI APITY, Pl- MMElf It ANOJOINI SI Al AN PYONIE RS 10 Bt- INACICY) RDANCf- tilffliASTI,4 FPI 1P IlLL 10 HL Si ( IN A '13[ 1) OF APPROVED STHUCJUPAL SEA 1 1/ 4" MAX, SiflfM ',', PACt- fW, H) ANCHOR SPM,'ING (HAPiS RFVI5i D GLASS 10 " M'; () R INTLIVOR MIN 6- 1 LtDIANCtI ------- EXTE. MI [ AL U PACK1ROD SIRUClUf E APPROVt 1) 31, WHILl's St ALANT JAMB INSTALLAPON DE7AIL jI Sif?Ll('IUF?[ IN.37AI tATJON MI WINDOWS AND DOORS, LLC 650 WFST MARKET STREET CRAIZ, PA 17030-0,5/0 SERIES 185 ALUMINUM 51N(AF BUNG WINDOW 52" X 72 NON --IMPACT PNLEFS INSTALLATION DFIAILS DRAWN NO N. G. 1 08 —02549= S( A,I NTS jaA'i 12/29/14 sl" f 3 OF I i I R(' 143; 1 it wfsvlt i f, NG 2/0231 434 688 OCOP corn SIGNED: 1,?/1412017 9 L TAT F R Io 01'lk , Luis R, Lormis P.L. H- No,: 62514 FLANGE FRAMF HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CAI 18,",03 cm M UMINUto 6061 75 0507/ l)CK At OMIMOA 6063 75,050' MhCK At I 1ANNi IM 6063 T5 050" Ti PGK 1 FAN" LGEI RAME SILL FINLESS FRAME SILL CM 18502 ctv 18554 FIN FRAME SILL At 11MINUM 60.3 15 055' 71flCK ALOMINUM6063-75,055- MICK All 18509 AIUMINUM6063-T5. 056` MILK 1 7116" i H W' V I2" LOCK RAIUSTILE SASH 13077010 RAIL MEETING RAIL cm 11, 3505 CAI 18,555 At fifWN10, 46063 15 062' TMCK ALOMINUP,46063 T5,050' MICK AltAo1NOM6063 15 055'7111GK kt 19/ 6 GLAZING BEAD SASH STILE CfA 185 35 CM f8507- fW' WD PVC 050' 1HICR At U1,&NUM 6063 T5, 050' 71 tICK Ll INLESS FRAME JAMB t ls5 1,3 - - - - - At UAVVIUM 6063 75 050' MICK 71 FIN FRAME HEAD CPA 1' 15013 At V& PNOM 6063 f5.050" THICK 1-- FIN FRAME JAMB CAI- 118s to Al UMINUtto C063 75 050' TtOCK REW,Et) ANCHOR SfW Ntr, 1171117 1 Fi P.L. Io/ o l/ I it I 1/8" ANN. 1/8" AM, 090 i' M BY KUP'MRAf' Mf !At F1 Pa OPCj D HUM SPMA t f X TO-00 q wif- nu,, 11 112 t41 I I ZIP, d Y TTING f3t,0('K GLAZING OFTAIL M! WINDOWS AND DOORS, 1-1-C 650 'NEST ) 1ARKFI STRUT GRATZ, PA 17030-0370 SERIES 195 AIWAINUM SING[E HUNG, WINDOW 52" X 72 " NONI-IMPACT COMPONENTS OPfWt, N. G. 08- 02549 NTH I-'f 12/29/14 OF 11 I ROBERTOWMASPE 14. 12W()()[)FC) I?Df4f)LI-WiSVILLE, NC27023 4'M 689 0609 '11 SI(, 3NFI): 12114/ 2017 0 41 10 , P 5 IX TAT OF LUiS R, I onus P.F. FL No.: 62514 Florida BuIldina Code Online Pa!L,,- I of-3 ft[wZ3 , Tr - Z ze= a,, E- C:s 'C—e -Og 1, "'n-" surz a"ye _tars aclls FBC S'eff 5,-.:s SfleI;e* --i's Starch Product Approval USER, b PL > Apphrabon Detaii FL FL153, 19-R9 AppHcalio,. Tyse Revision Code Version 2017 Application Status Apprqved Approved by : BPR. Approvals by DBPR shall be reviewed and ratified by the POC and"or the Commission if necessary, Comments Archived Produic', Manufacturer Add, essI/ Phone/--,:naiI Authnn7ec echnicai Represenza-,' ye Address/Phone/ Beall Quality Assurance Representative Adoress/Prione/ Emnad Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence o` Droduc-, Slardards Certified By Product ADDrova' i Method Daze Submitted Dale Validated Date Pending i- BC Approvai Date Approved MT Windows and Doers 650 West Market Street Gratz, PA 17C30 717) 365- 3300 Ext 2560 bsi',hnaer@rniwo. c',)m Bran' sithnger bs-',iingerrmiwc. ccnn PV;-,dows F'xed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Unch, PE Validation Checki, st - Ha,zcopy Received Stan dpEd- AA',1A 506 AAMA/WDMAI/. SA 101/1,S, 2/A440 Nlletro,z 1 (Dptuon A 12,'3 1 / 2 0 1 1 12/ 31/2017 C--/04/ 2018 Y?a— r 2011 1008 https:"," NNti, N-A.ilorida.buildin(-,,oi-L,,pr'pr_app__dtl.aspxlparam-\N-GEVXQ-,N-tDqtl-'183/7''qNd N-I,,. 1/3-1/2018 Florida Buildim-3 Code Online Pa e '2 o 'L 3 Summary of Products FL # Model, Number or Name i Description is 7-- x Limits of Use Certification Agency Certificate Approved for use in HVHZ; No L C A P 7 Approved for use outside HVHZ: Yes C -2 87 Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: -60j'-60 14/032011 other: CW-PG60 Instaillation Instructions I, erified Ev: Lai s R. Lomas, PE 62514 i- ea-ed by lndepenuen Tnirc Party: Yes Evaluation Reports 24 Created by 'niepencenrd Party: Yes 1 5349. 2 185 Pea 159 x 54 Triple CHIS insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I 574v Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/'241/2C2- Design Pressure; rt-55/-55 Installation Instructions i Other: R-PG::I:_ CZ oeffied Bv: Luis R. Lornas, PE 62514 Created by independen" Third Party: Yes Evaluation Reports 3 C, eated by 'ndei)endent 'bird Party: Yes a349.3'- 85 PW ThrpaCt 172 x 72 :rsilared Lammsa-.ed Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I Approved for use outside HVHZ: 'Yes Quality Assurance Contract Expiration Date Impact Resistant; Yes 06/25,12021 Design Pressure; + 55/-55 Installation Instructions Other: FW- LC55, Missile Level D, Wind Zone 3. Glass 5 '08-0294'a ndf 1 consisted of 5/32" tempered exterior - spacer - 5/32` vQnfied BY: Luis R. lornas, PE 62514 annealed (0. 00 Solutia Saflpx HP / 5/32" annealed. Glass I, Ciea-,edby :'dependent ;bird Party: Yes was nedned in Pe-ora 896 silicone with 5/8" class bite, Evaluation Reports Crearea by TnGeDenoent T'Ird Pa,—y: Yes Triple Cl- iS Insulaxed Laminated Glass Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes 1 Quality Assurance Contract Expiration Date Design Pressure: - 55/-r-5 it 01/24/2C21 Other; FW- R55. M;ssile evel D, Wind Zc,-e Glass Installation Instructions consd of 1/S" anneaied exterlo" - sDacer - 3/32" L,' .Y7 9 P% 9 annealed J0.090 Solutia PVB / 3/32" annealed. Glass was Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. j Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15349.5 185 PW it pacl, 96 x 60 insula'ed Laminated Glass 1 Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: No zi%' _7 9 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 05/2 Impact Resistant: Yes 020Design Pressure: 55/-55 j Installation Instructions Other: FW-LC55, Missile Level F-1, Wind Zone 3. Glass a _Q12 consisted of 5/32" annealed exterior - spacer - 51/32" Verified By: Luis Roberto Lomas 62514 annealed 0.100 Solutia Saflex HP 5/32" annealed. Glass Created by independent Third Party: Yes s bedded in Recora 996 silicone with 5/8" --lass bite. 1 Evaluation Reports sc by I:no e5enoen' rtrd Par-,y: Yes Crea- K. -D', LFIE-11 hE Si at o, ,-, a ;c a - A A 'H e Inp " -, , " D' hi,t,ps:, "N,,,-«-. tloridabtiildLn,-,.orc,,'pr'pr_app_dtt.aspxoparaiia=-,\,CTE-\,-XQNvtDqtHS 7'-qNdtiNI... 1/31/2-018 Z: Florida Buildinlo Code Online Pa !-- c f ', Urde Po. ida taw, era-! adahesses are Polk lecot',s, If you 0, not want your a-10 add ress le,ease, r respc,sa 'o a tylbhc,e.o,os eq,esl, do not send ei - " lecfonlcmaC ',, mts eMilN ..Stead, Con'CaCt the OffiCe by phone o, u, tradj-*r ai mall, 11 vol, have an} please Comae:c', 85C.48, "-, P-. --saW ic Se,Imlr <-,275,: , Florley, StatiteS, effe,.lve 0ctooer Ni 2, hce,sees consol mde! Cilap'e 45y, PS. Must Plalloe the Department -If- an ema,! aolitess t lthevlaveone. T, e emaos pTov,cec may as u5e2 at lffi.ae communlcatityo - the ken, If you at fry, ea., -to,,e,er ma, 300,esses ale P,bllc -e2oc , .,sh tc eSS 'e pjah-, 7e, determine f ce - blV a, D-lSDtla OdreSS, ale Se. DrOVIsC ME De at,mth -,r al, e ell aOI, -;,cr zan he made ava iable t e a 11 n! e 1 Drai)te, 155, P.S. please Chc,, Product Approval Accepts: EE M Safe https:l"',A,,-\,,ilorldGil)ulldlnL).orEprpr_app__dtl.aspx"param=NvGl--\'XQNN-tDqtH8-17'--q-,,ciN\-,I,.. 1 -31'-'2018 DOTES: S, I THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING ANT) MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER All- LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBRITY OF Illf, ARCHITECT OR ENGINEER OF RECORD. 3. IS RUCK OVER MAPONRY/CONCRETE IS OPTIONAL, 4, WHFRf SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS IRIL'ST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHER INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRFTE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS 15 1-1/2" OR GREATER, RUCK SHALL OF SECURELY fA',TfNFO TO MASONRY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE. WINDOW UNITS MAY BF ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X RUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SILECTION OF COATING OR MEMBRANE IS RLE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. RUCKS SHALE EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTAHATION SHIM AS NEEDED, FOR FRAME INSTALLATION SHIM AS REQUIRED AT FA(Ai ANCHOR LOCATION WITH LOAD REARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREASER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO OF 1/4'. 9, SHIMS SHALL BE IOCAIED, APPLIES AND MADE FROM MATERIALS ANT) THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS; 11, FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5, 12, UNITS MUST BE GLAZED PER ASTM E1300--04/09. 13, APPROVED WPACT PROIEClIVE SYSTEM IS REQ ,QB-M FOR THIS PRODUCT IN WIND BORNE DEORLS REGIONS. 14, FOR ANCHORIND THROUGH FIN INTO WOOD FRAMING OR 2X RUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM fMI3IDMFNT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND !NSIALLAHON DETAILS. REVISED INSIALLATION Di TARS S)..f07j7 P, L RE-',/!,FD NAME AND ADDRFS', 10/2//16 RA, 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X RUCK USE #10 WOOD SCREWS WITH SUFFICIENT tENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAIIS. 16. FOR ANCHORING THROUGH FRAME INTO) MASONRY/CONCRETE USE: 3/16- TATICONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WFH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANT) INSTALLATION DETAILS. 18. ALI FASTENERS TO BE CORROSION RESISTANT. 19, INSTALLATION ANCHORS SHALL HE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRFTI: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: H011OW/FlIlED BLOCK PER ASTM C90 WITH Tm=2,00OP5I MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR AtUMINUM 6063-F5 FLJ-30KSI .048" THICK MINIMUM 20, GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSFMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LAC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT NOTES TABLE OF CONTENTS DRAWN; DwG NO, SHEET NO. DESCRIPTION J.L. 08-02357 I NOTES S"'Alf INTS DATE og /03/14 "E" I OF 12 2 3 ELEVATIONS, CHARTS AND GLAZING DETAILS I POBEMOLOAMSPF 1932 V000FOROP0 LEIMSVA1 F, NG 27023 4 12 INSTALLATIONJ DETAILS 434-56 06.9 GI , CNEO: 111115,12016 Olt 0 '. ORE' N o ONAL Luis R. Lomas P.E. FL No.: 62514 72 1/2" MAX FRAME WIDTH ----- 6" MAX —_ 9II" MAX O.C. __) __ 6" MAX 18" MAX O.C. 71 112" _ MAX FRAME HEIGHT REFER TO CHARTS (ET31FS 1H,SALUMIN(JPv4 FIXED WINNOW FOR NUMBER OF xFF lt)R t rLW ANCHORS REQUIRLD 72 1,/2" MAX FRAME. WiDTIA 6" MAX — i-°--.-- III" MAX O.C. 6" MAX j 71 112" 18MAX a MAX O.C. FRAME _.. _ HEIGHT REFER TO CHARTS SC11ILS 185ALUM1Nt1M FIXFD DES1CINL i WIP00W 1 2 __.—. .—,.,— _. _. LX7f N1_...-----...------- FOR NUMBER OF C9Ad +AEV6 ANCHORS REQUIRED Di SIGN PRf_SDUHf RATING IMPACT RANG 60. OPSF NONE NOTES: 1_ MAXIMUM 01 63 3/4"X 6B 3/4" a~ nssuns DESCfldPI ON OAiF AF"'(2 ROUSED INSTAUATION DETAILS _ 06/01/ 15 R t REVISED NAME AND ADDRESS 10/27/16 FR,i. CHART# 1 CHAP T E2 Wwnber09 anchors required (with rigid flilers) I4?i3h$ ijri) 24. 00 7f8S a, r,b 30.00 rMS lamb 36.00 H8S M 42.00 P HAS lamb AR, 00 H8S lanrk 54.09 H&S I" 't 80.00 HdS ; 66ii0'' 0 h HAS 7 tnnb 72,50 H&., to 111, 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 2 30.00 2 2 2 2 3 2 3 2 3 2 4 1 4 2 4 ? 5 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 2,00 2 3 2 3 3 3 3 3 3 3 4 3 A 3 4 3 443.00 2 3 2 3 3 3 3 1 3 3 4 3 4 3 4 J 5 3 54.00 2 4_ 2 .__... 3 4 3 _. F__ 3 4 4 4 4 4 4 4 60.00 2 4 2 4 3 4 3 4 4 4 4 4 4 4 4 F, 4 fiti.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4. 4 71.50 2 5 2 5 3 5 3 5 3 5 4 5 1 4 5 4 5 SEE St f1 ETS 4-7 t"OR INSFA L ( ATIC' N DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWti'1,1 J. L.57 t;A4E NTS2 OF 12 fi{}(ji N7/) f f IDhAS P.F. 43468,q Go9 ol .a &Jruf Sw,n, NE 1): 1111 , 12016 1j 11iIl1lll7j 9 L V; 0 71 TAT _ 1 ei ova OR0) Luis R. Lomas P,E. FL No.: 62514 72 1/2" MAX RAME W10TH 6" MAX I18" MAX O.C. 6" MAX f?P,/nFD IN STALIA110NDETAIIS - 06/ - )1/1-1 F? L 12 7 /1 F, R,l , RPASED NAME AND ADDRESS U MAX O.C. 1 71 112" MAX EIGHTGHT SERIES 185 ALUIOINUIVI FIXED WINDOW REFER 10 CHART #3 FOR NUMI3FR OF EX 7 E HUR VIL 0/ ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6- MAX 18" MAX O.C. MAX F—MAT 18" MAX 0,C, 71 112" MAX FRAME RFIFR TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNED WINDOW ANCHORS REQUIRED EXTERIOR VlC W RATING IMPACT RATING 460,OPSF NONE NO TF,: I , MAXWI /Al 1) 1, 0 69 34 " X 68 314 GHAR I A3 SEE S I il- f 7 R T OR IN,'; 7A I L A TION DE TA li S CIC NLL): 1 U15120 16 MI WINDOWS AND DOORS, LLC Illlllljll 650 W. MARKET ST. L9 o 41 Q - , - GRATZ , PA 17030 4 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT 6<*crate rv_ FIN ELEVATION & CHART 75-,O Af OF IT- 110 0 Op' 08-023 scne NTS 1` 09/03/14 1 S14EET 3 OF 12 0 I PC )RFF,'TO L OMAS P E. Luis R . Lomas P.E. 1432 WOOF FORD RV LF WISOLLE, NG2102.3 1 FL No.: 625144346980609 A FASTANCf P/ iflt IN i N Mf !AL OR ?X 4A EDI'M-1,11 UY ()IHLRS 1/4', mAX RF,Cf<fp HOO flM SPACE PACKf R FIND AI'f;ff( I'll f) APPW )V[ D A. if At AN 1 o w o o c' R 1 "IV EXTERIOR rxTFr IN Tf7 RIOR m ;1(of) scmw P,V.K! P ROD PACKER Rf-J) APPW)VI 1) 1/4" MAX, AIIPPUV0 PI X t SHIM '0'A( I Al ANTJ ON. TH"CRM; Op2xHljfKBY " fWWS I P113EDMI N! BY OTHU, 112" MIN, H) Gf- DISTAHCE VERTICAL CROSS SECTION K' 0011) 1fJAM1N't3 017 2X HWY 1,14S7Ati A710N 1 1/4', mliA, 1/4" MAX I mli Di1q, t j ',tWd SPACf Al INTERIOR I? t A yIIf [I- w( I 1 1) 1 p EXTERIOR, HACK[ It POD Ai N I JAMB INSTALLATION DETAIL W000 ff?AMIAIC Off 2Xi3OCK iNSFAI IAIION i- -- --- 3/ 4" Milli, EDGi DFIANCE 1/4" MAX SHIM, SPACE 10 st' ll; OR IF [)PItHNG 5MI-1 Of, OP11, I w 1/ 4" MAX, SHIM SPACE f/1" MIN f DGE DISTANCI, VERT ICAL CROSS SECTION ME TAI S 7fTtk, T1 IRL INS 7AI LA TION I / 14MAX, HIM, ')PACE INTERIOR Pf XRE W, Mf fAj EXTERIOR TPI IC i t errHACKI-R ROD N APPROV! 1) f A! A" 41 JAMB INSTALLATION DETAIL AOETAI fffI) INSIAHAPON DiTAH, S REVI510 NAW AND AD MSS p-! I 6/ ol/ It, S PFR! Mf! Ff?Atl!),Jl)ltlTSF-At 11NTf3YOtilif3S7Ot3E DI'SIGAIFOINACCORDANCI W11HAST P012112 SIONFI) 11/15,12016 MI WINDOWS AND DOORS, ILLS 650 W, MARKED ST, GRATZ PA 17030 R I C) /// A SERIES 185 AtUSIINUM FIXED WINDOW a , 'i, 73" X 72" NO! —IMP ACI FINUSS INSTALL.AlION UFTAILS WNHOUT FILLERS Al OF OR} J. L. 0 183 — 10) 7357 IT If N T" I 1TS fll,L 09/03/14 4 OF 12 ImW0 114 6138 0609 Luj R. 1 omqs F. 1 FL No.: 62514 ii uFvt,ts rr, t fSV r(, 71StA _lf (t I,f rA ,'> f ,/) / 1 rr.T I _ 2 SAir! _ ! , ftf'1 t,7 NAAT AND AON"i CON(Yi IE/M NPY a t t 9 3 ..a. f t MI i DMENT MIN f)PT1ONAL 1 X RUCK 4ii I a Co CI r# raA ',r(P1 t ri R 'OCi i-- R ,_ 1/4 Hy OTHERS i/r aAX- A Al Pl')dt0 i N\ SI O SHOA SPACE PACIat,«{ ANT 1 OPTIONAI 1X BUCK - sE £ NOri=s 3 4 ' J ( LT T 1 1 / As Cora EXTERIOR INTERIOR 3/1e" £APCON , /N RK)R 3/ 16" TAPCON 3ACKt } aOt% -. i 4PP- t1%. brit 7 St „ tAll T OF (I ) NAi IX BUCK - . (+ it C 7 a+ SHIM SPACE J NK) If i 7 . 1 C i1 FIN, ° 4i esucn s,£T I I t 1- DIS c,tdr£_ LXTCRiOR I cow' m it BY .h iT fZ`.; n f m[£+_ Dmf Ni J>` M13 INSTALLATION DETAIL n — cfrc rAASoNnvTN. fAu rxO S a 2 1/ 7 MIN f,'_ DI' SfANCf VER FICAL CROSS SECTION COJCf7ETE7PAASON,'iY INSTALLATs;JN 0 WINDOWS v. nRxDOORS, US, 9 IL1vgf GRATZ, PA 17030 • C ENS 1 JOit, S; SsR'E_S 185 ALUMINUM FiXFO WINDOW 7 lNJFRI: 7R ANf 1"XIC f31CJR FtNl.SNf:: S, YOT}iF_"RS, 73" X 72 NON -IMPACT NOT SHUWh/ f { )R Cl AH77"Y. '" d FINLESS 1NSTAt-1.ATION DEi'A,LS WITtiUi FILLERS TAT,. OF r Df PFRI MF MIti CNtC)JOW T fE hI ANI 13Y (i)TNFRS It? f3f- 'e{r E2112 DRAWN er+s; No aE, ''''°'C0R1C1'I^>,$``,y` 1L. Un1e' OH 02357 k3 NTS 09/ 03/14 5 OF 12 Luis R. Lomas Y.E. t rrleel u3+oarast>e. 1 32wa rnr(nanrzjtFw+sviliF rr,2Aazs FL N=. r. zi2574 45 1689-p6D1 rAa,+*asnbJo,a sr,'e. corn 11-1100D [ PAllflfl"G OP t/ HULK BY Olilt P HACIO R I'lDl ' ) EXTERIOR PACI R POO 1) St AI Alto A`001' F RAMUIG. OP 2Y, HiWK 112" MIN 1 1/4" MIN immomml 1/4" MAX HIM PiGIO I Htt I< Pa wonO ",Cf,i vi INTERIOR 1/,t" mfx, SiW", ;f1/'Cf 1 1/4" MJN. LM01 DMI N I Z" MIN DC'F 'A'S!A"'(J VU111CAL CROSS SECTION WOO[) f !OIMING, Of? 2X 13(1( K INS iXUATUPJ Mill'1/4" MAY, I UHi F)Mt N! SHIA ')PACE iflGO f RJ-Eff mir'l, I DGI- iWOAN(A INTERIOR It WOOD f HAMINC EXTERIOR 01? ')X 9tiCt" BY 0 f f if H" HACKf if A, AiqqO1 V,f o JAMB INSTALLATION DETAIL woon Or foOmuvc, nI7 2X 131 43K INS TALI 01 TION M1 jAt STRUO", I UR py UT'Iff f s F?A(',Ki H ROD APPROVI 1) I Al ANT EXTERIOR PACKfff P00 AiTii()vF0 St At A'A f NAI, I SHIUCIUR Hy Olt It P 1/4" t,IAX I sm s OR INTERIOR lj/11; OR DRILLINGING w pj-, if 1/ 4" MAX, SHIM SPACE VERTICAL CROSS SECTION METAI STROGTURFINSTAUA710A) SHiNll SPACi 1OISIA" MINFDGf NU A tff'04711M', 10, 01", SELF } PH I ING VRi W" if V' 1L I A'EXTERIOR PACFf R HOD 8y OfHER5 APPPIA/i D ALAN t JAMB INS TALLAPON DL TAIL MI-TALSTf7( l(;ft)f?[--INSTALLA71)N RPAWINI D NISIAOUM10N Df JAH P6D TIAMt All!) ADDR111;", 11 I"If I — 1.1vio of'/ n I / 15 0 RI NOTLS N07SIfOV`O1N1- 0PU, Af717Y 2 OFSiGNFDtNACCONOANU'i V1J7oA13T& I121I,'-` SIGNI-0: 11/ 15/2016 M1 WINDOW S AND DOORS, LLC J 650 W. MARKET ST. NNNA ')0,1'/i'A' GRAD, PA 1 / 030 7"11 S SERIES1, 95 ALUMINUM FIXED WINDOW I 1) 0 -r' 5 1 73" X 12" HON—IMPACT I INUSS INSTALLATION DETAILS WNII RIGID f ILURS t I LRSTATE0TTF—, OR lily' Ca 08--0235/ 09 NTS 107, 1146 Of 17 1432 WOOP III) I Luis R. lm' lcis P.L. i'YIP I FVWSV11 F, NC 70,'13 434 11,88 0619 "'m It_No.: 62514 Af[ JVin n Et V, sir ri_rr,nsriora Icrnuo /ci/t W Vi Y il #AiA'r. 0 J,t t l,.£ E ....__ t s n 1 1/4 (ani3cDt7EtJI Of' 4a ION l1X DORY _ p ` M1N. MHEDI tNT r 'V/ ' A T f L1C 1 T i) St Y _.l EiRd;}' f { FD i' it t ! 1 { _ 9/h' AIAX (4( t'1Ef i y r 1/ 4" h'FX. u V11 FU If?# E N<1I(`; i - I j V 1( ET l IAPCO" - (''<IGit) FILLER i/1 1AF'CON. " " ii I fi t I •.. I iXff Fi1C) Ff INTERIOR 3 16 # 1NTCf11C7R v I Ir'GO¢J ti+riY t 1, vi;> 4rfnril 3 t 1 / a" rarx1X PUCK - SHIM sPAr,€ nir, rr`;tANC E. EX,Icri/C)R I HA';K4 P ti) riat;f2E-ff t t t^3f f i — -- tir Q Iit:( , n 7 4 4 #71N. At AN OtIffEs,,T JAMR INSTALLATION DETAIL F " cnNc;i tlt, AsNttYlNsrA1dATION y y VF_RFICFTL CROSS S1 C%7IC?N GONCNETFIA4ASONHY NNSTAELAD'ON SIGN17f): 111151,10f6 u11 WINDOWS AND r, A xE DOORS, I i ly 1 1.:3 i r GRATZ, PA 17030 v,, FHS Nf It S: Y INTERIOR AND EXIFRK) fd ANt 'HE'>, bYtJlt(:-f?S, SERIES 185 Ai_i3M1NlllA FIXED AiiNDOWat3/ NOT SItOWN FOR GI APITY 73" X '72" NON—If.>aFACT sr — 2YfHtMf7FRANDJOINT81-AlAN713Y071i ?rTOHF FINLESS INSTALLATION DETAILS WITH RIGID FILLERS ;.,3, STAT_ OF , lJtS)GNFtJ 1Pd ACCC Rf7APIGt'Wi7H AS7M E2U2 Rzwna DIK, No. ae r . , LpA{1Ci ,"`i' ca , 1, 57 Hs t0 iA, NTS 09/03/14 7 OF 12 xier+nl r ,nsrF Luis R. Lomas P. E. 1432 W'JUDirRD '1 r { f //5+/fti MC DJ?J 434-588 oeve EE No.: 62514 Of? IX OU,K Hy ()I I IL LIS FW KP ROD N APPROWD SEALANT HIHVID fW";f 1/ 2" MIN. I DGE [ASIANCE I 1 /4" M!H, 1/ 4 MAX SHIM SPACE po woon scf2fw Mf IAL it iH,itl#dk. Hy Oiliff?s HACK! I ROD N, APPHOVI I) 'If NAN! PH IIND ftANGE i / 4" MIN 114" MAX, SHIM SPACL 10 SMOP 1 F DRILUN(, w 1AH P" O' j D N-MF AND ADDJ lf nG/mp', 11IL 1 op I P, I FR LX7LR1OR LX7E- I?IOR INTI-f?10rl 10 sm' s oR S11- I) Pit I ING r SCRI, w #10 O0onSCPUNRIGIDFJUER W, I<fR ROD N x HtCKI R ROD &, RIGID f UJ If AP['P)1/ FD 'ANANI APPW)ViD 'AAIANI I // 14" MAX. I'HIM, SPACE 1/4" `kAx, i 0 iINDIIANG'f H! I IINO I I NGL S! JIM ',PACf NO 71 S JJ Mf IIIII I --- - -- ! , -- w 111117(F) fVfIAj_ \ ?"M I - 11 J 1/4" El I N, 1 f P C 1 11) R F q, NO F ST 10 VDII FOR G I A R1 T Y, OR EtAREOW N1q - I -, E' FO BE HY ODU, oynm,,, 2 PERMR_ TER ANOJOWI ST AT ANT RY ON IFP, DES;0AF0IfJA(_,(,'0f31WIIHASN111_ 2112 MIN l 1)(,;r DISTANCE D(DISIANCE VERTICAL CHOSS, SECTION VERTICAL CROSS SECTION MEIAI S7ROCTORF INSIAILAWN INSIAILANON 1/4" M/" X, 1 114" MIN 1/ 4" MAX.SHIM SPAGI E Wif DIKNT SHIM ', PACI, 1/2" mw'! 3/ 4" MHN, r INTERIOR FDGIF DP,TAW-J_ P, Sl(,NFD: 11115,12016 INTERIOR Y1 WINDOWS AND DOORS, LLC 650 W, WAFKET ST. t 411 10 m" GRAI Z PA 11030 10 WOOD - 0 1, - CH 5FRIFS 185 Ai FIXED WINDOW IMPAC MUM C rIj AT, FLANGE INSTAHATION DETAILS WITHOUT FRIFTIS WOOD f 1 " - -, 173" X 72" NON T OR 2X III)( K E/Y7ER/OR Mf W UXTFRIOR IAT OF IN ,1 /, HIT WHIIIII HACKWI POD & 13Y f3A('KfP P01) A, DRAWN 1MG No R R Af`'HUVi D ';I At AN f APPROVi 1) ',[ Al ANT L. 08-02357 H UH HIND fIAH(;f= f31HJ1'i0 ftANGf 09/03/14 R"t F NTS01f12JAMBINS FALLA DON DETAIL JAMB INS7ALLA [ION DETAIL I 1w:s R. Lomas P.[.,voOD FRAPVN6 01i,`XBNCKJTI! fAl t A NON POL IAL S TRUGT lf L IM 7AI LA 7TON 14,V M)OWOMI 8D i T-11TIS111t LE, NC 210, 3 414 r09 0109 1,—, FL No.: 62514 I1 { i U3 ,Hl 4 lf-A 11101 DI i,A,i ovoI i £'.1 _. Etff t1STAClr.E P fvi,(D W4X AND "DORfY 1, Io /i RI i iYr<CRf if hAr",OP £ t - x - -, 1/4" MIN 4 a 1 '/ MIN. M(3Ei)MF:Ni f'i'al{?NAi ix f?U K — 3 A ^ A aMf [ LMLNJ I I v OW R( TE M Qt f; f 4 UAX. J 4MAX, 3tr Fi r? NC's7 to -, u f3Y U10 R; APt ,Z D CE 47 i P,T SHIM SPACt: fH M SPADE k [ i,I ,U_ f £f,N ," 1 \ O c NAi. I + HUCR -_.. rya NON ,5 - 7 ExiFRI3R INTERIOR INTERIOR PA('f'f H ROD Sf r,AfED iAtAHI 1 i 1 16" TAPCON i t1.Gkl'a1 if '•silt 4 HI IG I iAW;l- I 1 i 1" Ert,xI1Fi3UCY - f t.E fO 1 SHIM 'J'A(E IN I. ' T A F -N Ex7cRrO f'i)rf f FTt /le C, 1 ZY -. i i+ACK Pr 0 c u __... w MI1 /4„ IP ask I £fW NT iAPrO _ A l NT pt i-kND ff_pfNGE JAMB INSTALLATION, DETAIL 1 n e CONCHE lE30ASONRY INS7Al LA I ION 2 1 f )" MiN DlSiANU VERTICAL GROSS SECTION ONCRE7 £ - blA.SONF?Y WS +AL LA10N SIGNED: 11/15%2O 3 Ml WINDOWS AND DOORS, LLG jJ,i 1 0 / 650 W. MARKET ST. 17030 GRAT7, IIA OE ISF• 6 NOTP, SERIES 185 ALUMINUM FIXED WINDOWj, 11N7(_f'i10f3 AND EX7ERIOR F7NiSHES, BYOillt"RS, 73" X 72" NON —IMPACT 7'o -- n1 SldtlriNlORGt ARITYFLANGE INSTALLATION DETAILS WITHOUT FILLERS, k; y3 , TAT OF f' Fill f ff-RANDd(-)INFSFAIANI f3YOTtfefLS I'ORE f7F RiG'AJED IN ACGC7At)ANCF WI!lf A.STML?Y12 o>znwN. DNc No. atv i' 1(j !(i^ I( hAL t J.L. 08-02357 8 seztx N7S `'" iJ9j03 34 sRrely OF 12 77f/illlilllt\, v £ rRO f IIWI Luis R. Loi" ins P.L. OL1J32NX> f ( i3p f?r1 k ? n4+ftt1 F J, 27 23 4: 34-6er7-'v0e -,> 1. Cict.: 62514 WOOD I OP /, HtWK Hy Ojili P", RA,„Kj P "Ot, & APPROVEI) ,,[AIANJ HUIIIIII itANGII 112" MIN, EDCCA DISTANCE 1 1/4" MIN, F f MHFOMi-N I 1/4" PAX, HIM '-,PACL RIGID BILLER po woof) sc'R[-w EXTERIOR INTL-RIOR 10 WOOF) ';(YEW i'AIALII MUG FRI f APPROVED 1/4" MAX fIiHJND SPADE WOOD i PIAHIN(; OR 2x BWY DMI N T NY OlHfPll VERTICAL CROSS SFCTION 0/000 f F?AfVNO OR2XBIICKINgIAIIANON 1 1/4" MU 1/4" MAX MR! DIALN" yHIM ',;PACE 112 DIN, \t RIGID Fl " it R, IfY' i DA"IAN(Al I I INTERIOR WOOD f )AIE'l]"f, V - Z;T )p It 2'X MII;O EXTERIOR HY 0110'(f") IACKIP PI)D & RI' HIMD iIATJG't JAMB INSTALLA [ION OL-TAIL MIN INTERIOR HACKER ROD & RK'ID FULLff APPROVi D SEMANI f\/ 'I PIL i flr'm f i Art Al, / 4" MAX SHIM SPACE Hy OTIIHIS VC PAN EDGF DV_,JAHCl VC R ICAL GROSS SECTION ME I A i S T13 I K3 1 t If? F- MIS I All AT ION 1/ 4" MAX. SHIN `; PACE. GID Q I ER if) SM-1 OR Eli DRIHING P[ w AF TAI SH, N)CIURF BY OTHPS PACKFL? ROD & AP PPOVf 0 Sf AWN I PHIINO FtANGF EXTE131OR 1/ 4" MAX, ter( If) I Ull R 3/ 4" MIN INTERIOR fD(', E Dl'_,TANCIE fi, /_ P o ;11,; o z UI1l 11 1 rm, t 11 L_ HrlV, 4FA[ E-XTI_F310R IIY BACA' R P()D X- APPPOViD 5_FPIANf fq I jIND I I AlIG[ JAMB INSIALLA 7_10N DETAIL ME- 011 .137f3Ut,'[I)f4i--INSTIL tA71r)N izjvIs[ D Of TAIIS Rf ViSit NAV, AIM ADFAI-1'15 U.F 1012 7/ 1 f, P 1 NDIES 2 FINIHAST1, 112112 3NFf 1111512016 A N D D S L LC MI WINDOWSANDDOORS, LLC M So KS 650 W. MARKET ST. A HA p 0 GRAll, IRA170303F_ A FXSERIES 18ALUMINUMFIXEDWINDOWt I)m I 'I Tl N O"V X D ) N_ 7 X2" NON- IMPACI u f AT I - I'll, ' R FLANGE INSTALLATIONDETAILSWITHRIGIDFILLERSP ETSRIGIDFILLERSATF OF PRAWNt- - P- 40RIO R 08-0, 357 13 5 0312 NTS 09/0,3/14 10 OF 12 N 71jt1 , POMH10101-1, 1SPI E , '271123 4321, 1V000f OROIII) Lf WVfl I I, NC 270,23 L I Luis R. Lor-nns P, F. 434 688 0009 IlIoul-rilkh 11,1, FL No.: 62514 ON(,Pf I F/MA"ONRY I3 y 0 -111 e R—) WHONAt IX HUCK I NO It 1 H'ACKFJR'POD & i VI D A 1 A411 f3i rilND t'AH(A EXTERIOR PACKER P)O0 ?, Aj '(`;Vff) ' AJANI fli'M `TANG( I10NAl 1X fit),"A Pi it IMASOHP'( Hy MIM P', 1/2" miII, 1 1/4" MIN MM EM N I I MAX J SHIN SPA(J RIGM 1 11 1 ER 3/16" TAPCON INTERIOR 3/16" fAPCQN It t ER X 1/4" MIAX, SHIM ',-,PAC£ 0 S I INM Dmf N I s 1112 MIN P(A DOTMJCE VERTICAL CROSS SECTION C()Ncl'f?E[E'hIASO,'VfiYtN,','(ALL A71(),k,I PY 01 Hi P"; VIK)NAI, IX HIK ' K NOTI S 5 SWET I 1APCON, K - 19W, M ' Y F? lvj-)F D N,;f/d-tAjjnN E)f !Ali,', RfV, ld I) NAM,' AN, A004rS; 1 1/4" MIN, EMIR DMt H I 4" MAX. HPA ', PAU RIGID HitER NTERIOR I FT' A 21 MIN z 01', fAt' VA o EX TERIOP RVt<FR ROD APPROVID ';tAtANT Fit HIND I I ANGi JAMB INSTALLATION DETAIL CONNCRElf /MASONRY INS !AU A NOR lo/2 711 R. SI1WFD: I V 15,20 16 MI WINDOWS AND DOORS, LLC NsoTi' R L 1 INHRJORANDFX7EPI7R T-WISHf-S, DYOTHf-FIS, 650 W. MARKET ST. GRATZ, PA 1/030 E Pq NOI S11OWN [OR CIARHY, 2 PPf?IME7f--NAAJ0JO) N7 ,i A(AW PY(PHERS 70BE DESIOWEDINACCOROANGi t1V)fHAS7ME2II2 SERIES 185 ALUMINUM FIXED WINDOW 3" x 72 NON — IMPACT 10 DETAILSt FLANGE INSTALI- ATION DETAILSWITHRIGIDFiLERSF' 0 D 'j, Of"'ViN Nc 40 Revt08-02357 H 10R1 NAt Ai F NTS I DATE 09/03/14 s'Ef I I Of12 I P(?Df R ff) I OMAr P , 1432 WOODFORD RD LEVIISIALLF, INC, 27013 434 668 06,19 Luis R. Lomas P.E. FL No.: 62514 AfTlOVf) AH 1 i3E-{IPfG FIN P5 0100D IICI j Al P"' I' lirl f - FI)Gf Di'JAINtl EX7F-R1OR 1 1/ 4" MIN I IAHI IM N I WOOD Hy 01M ffs 1/4" WAX, 1/4" MAX WOOF) f W'M W- BY p WOOD I -'R10R VNTF INTERIOR1/ 4" MAX MII/, SPACE yw' mIN fWE 01YAtiCt 6 w000 WOOD YRf w 1 1/4" WNI M:PW)VI` D OTHf-RS SEALANT DM[ NF q I 1IND " IN VERTICAL CROSS SEC77ON V00F) FFMMINC, Of? CA BUCK INS7ALLA 710N 1 '/4 " I R I N J x/I APPROVi D 4 sf ' Pli AN ElkHND f IN EXTERIOR JAMB INSTALLATION DETAIL WOOL) FRAMIN6 Of? 9)( BUCK INSIAl LA NON MU digs SH) N', S" Al 1ATHRI 0f lAll'; M f, NAW AND . PDMV 2 Pf-.,'?IMF.,ER ANO,)OW I FFALAN i PY 07141 H3 7 0 HE f)fSfGfVF0l1VACG'0PlAlN(-f lvlll,'HASNW[7110 Ml WiNDOWS AND DOORS, LLC FD50 W. MARKET ST. GRAll , PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 7§" X 12 NON -- IMPACT IN IN5TALLATION Df FAILS CTT7- --------- 7w; No.02' i 1 I I)R 357NIS 091/03/14 c'"rE' 12 0 F 12 L. RUMWMOMASPE 'fo()Df (' Ril 1401 FVINVR I ENCP70P3 434 688 0t;09 SIGNED: I I/ 1511PO 16 R. L Ns*%, 0 7-1— ZOR10" 13 ONAI, Luis R. Lor-nns P.E. Fl- 62514 FI o TI d a B 1 '11"! J, in a, C ode 0 n I 111 e P a -(Y -1 1 o f --, A5, # in BCIS M—v , L., 11 Use Reg""t-a-lon ct Tomcs sjn—t swcra,ge S'—L, & ?act c PuDhl:lln—, PKI s"a" SC._ S,,e Map 11,KS seacr, fl EProdilsct ApprovalLUSERP' I Application Detail L1S3S3 R3 Application Type Revision ode Version 2017 Drdrtot. or Status Approved Comments Archived Product roanutac,urer lo: Windcvs and Doors Address/Phone/ Email 650 Wes, Market Sheet Gratz, PA 17030 71 7) 365 -3300 Ext 2560 bs0:hnger@r- njwd.c.orr, Author Sic A BrentS,Ihnoe- 1— —ft miwo,com Techrncal Representative Add ress/ N i one/ Erin at 1 Quality Ass- lronce Representative Category Windows Subcategory Mullions Compliance Method Eval'.,ation Report a da Rec:steed l Architect or a Licensed, Florida Professional E—lineer Evaluation Report - hlardcopy Received Florida Engineer or Architect Name who deeloped Luis P, Lomas, PE the Evaluazior. Report Florida License PE- 62 5 Quality Assurance Entity National Accreditation and Manaoernent institute Quality Assurance Contract Expiration Date 12,'31/2018 Validated By Steven M. Urich, PE Validation Checklist - HardcDlpy Received Ce,tificate of - indepencence Referenced Standard and Year (ot Standard) E EcuivFlence of ProductSlandarts Cerzified By Sections from the Code Product Approvai Method Standard AAMIA 450 Method ! Option D Lep—r 20io hrtps:', pr; pr_, ipp_dtl.aspx'paraiii—",GE-\,-XQiN-tDqtH8-57'--q-\dVN-IS.,. 2 1 2018 Florida Bul"din,-- Code On'tille P a-,- e -' o Date S bmi-,'-Iecl a vahaye-I E' ate ADc)r( vcd Surnmary of Products FL # Model, Number or Name 57- 2 1 2; '- -- / 2 0 17 Description Horizorn! lJurninurn Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i 've-Ifiesi By: --iis R Lor-as PE PE-62514 Impact Resistant: "es I Created sG Independent Third Party: Yes Design Pressure: N,I.A I Evaluation Reports Other: Max sincie winccw size: 52-1/8" x 84". Max m-illion i -'- : _La j ;3 open: Created Ly, 'noepe.dent -nw- Party: Yes 15353. 2 1 5764 Ve-licai Ajurninum Million Limits of Use 1 Installation Instructions Approved for use in HVHZ: No Approved for Use Outside HVHZ: Yes Verified By: Luis P, Lomas, PE PE-62514 Impact Resistant; Yes Created by independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion p A E 3 df span: Created by independent Third Party: Yes 15 3 5 -. 3 5765 Ho,izonta' Aium:IIUM MUllion Limits of Use i Installation Instructions Approved for use in HVHZ: No-=f 4Approved for use outside HVHZ: Yes Verifler B\: Lj:,s R Lomas, PE PE-6254 Impact Resistant: Yes Create d by independent Third Party: Yes Design Pressure: N,,A Evaluation Reports Other: Max stigie window size: x 84". Max mullion 1 r 7 span: 156-3/8" C, ea-.ec n)v Ind epencent ThirG Party: Yes 15 35 3. 4 15765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ; No Approved for use outside HVHZ: Yes 1 Verified By: Luis R Lomas, PE PE-625',4 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other; Max smclie wincow size: 52-1/8" x S4". Max mullion spa,,-,: 83". Creates by Indeperiden, Third Pa-y: Yes i 5 -- 5 ---. 5 'CM -lug - C. Vertical A!uminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis PZ Lomas, PE PE-E2514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion -3 12Q16— length - 83". Created by Independent Third Party: Yes 15353. 6 CM-18520 Horizontai Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes verfied By: Luis R Lomas, PE PE-625!4 Impact Resistant; Yes Createc, by independent 1 hird Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84'. Max mji;ion i scar T'It, d Party: Yes 1 5353,7 UM 8523 Honzonta; Aliumjnw,-, Mullion Limits of Use I Installation Instructions Approved for use in HVHZ: No orf 3 - -- Approvedfor use outside HVHZ: Yes Verified ky: LUIS R Lomas, ME PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports 7 Other: Maxsinalewindowsize - 52-1 S" x 84". Max inj1hor ( -I span 4 Create av IndeDencen, Third ra,-,v: Yes Limits of Use Approved for use in i No Approved for use outside HVHZ: Yes ve,zir- al A;uminUM "'Wilt07, Installation Instructions ve,ifley: Lois R Lomas. PE P-E-62514 1 1-1 hup s: /,'Nvyvw, 11 orl dabul I din g. or a 'pr/pr il)p_dtl.aspx'-=-" Iparam-GE-\-XoNN-tDqtHS57'-qNdNN-IS... - - 018 Florida Building Code Online P a.,) e ', of Impact Resistant: Yes Design Pressure: N/A Other: VxX Sjf)gjo W:i-soc,, S;7L: S" X 84' span - 83", 153—, 9 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other; Max single window size - X 84 soar. - '156-3!8" 7- ,rd Par : Yes Evaluation Reports Max m jlljor ea-eC v n,eYensed 'a,,-,y: Yes i- iorizont al Alumlnum MU1ko:- Installation Instructions Q C Ez ef eenfied 5 y: L,,ot; R, Lomas, PE P-E-62514 creatle^ o'y ins epencent Third Party: Yes Evaluation Reports Miss miCllion Crea-, ec 1 y indeDendent. -d Pat-y: Yes 1, - 53 3.1 C C M - i 8 53' i Velrtica: kun-m-jm, MjIllo.-) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes vieri,,,ed BX uis R Lor-nas, PE DE-52514 Impact Resistant: Yes C, eated. by :ndependent Third Party: Yes Design Pressure: N ' /4 Evaluation Reports Other: Max single window size.; 5-1-1/8" x 84". Max muHion i 1111 —0, f spa,,-,: 83" i Created by Independent -Th;rd Party: Yes 15358. 11 CM-18534 Horizontal AlkimmUM M.UlkOT1 Limits of Use Installation Instructions Approved for use in HVHZ: No -4 , 4 5np Approved for use outside HVHZ: Yes Verified Bv: —is R Lomas. PE PE-62514 Impact Resistant: Yes Crea,ea Cy Tndepenoen,, Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1 /S" x 8"". Md'X M UH13- . ..... Z' Span: rrrea-ed Lv :.'",de end ,rd Parly: Yes 1=- 1- =— Tile State of Flo:,da is an 4A;EEO enDloye, y,a Slg I —x- Y_gU- et Florida law, e,-afl addresses are n[Jt)"C I ec,""s, I' r dono, want your e—aaddress ri neap.nse on ri-iblic-rec,,as reg,jent, d no: send ej maiz "!- 15 ef-'V :1- 5eea, 01tal- the 01-1,1e t), -- no,or b,; \ -ad'no,a, :f 0have a, V S e&e is e RO-0a, Statutes, effeCtrve Octox- oe,,see- ae, Crapze- 'E?F S,. prC,,C, department vt,r-, ar erna 1 aoor2ss ;f hey `-c Inc T ne e-'a,'s -Ovxe1ay be L5eC for OffiC--t-x ae,Lsee "c,e,e, e-a, aCti,esee s R,shc eco-d :"o" cc -ot -,- to a eai),'ess, "Ie'ale r1o' ce t7`1e Depa-me'l "'t, an —aodres n-c- can oe made a,an:),e ',u ¢ne p,c- dc"e—re " 10a aye a Ce-aee U der Vhapte, 4F, 1,S_ please cicK. d-trf_ Product Approval Accepts: CTed, Safe htl, l s:'«-\N-\ N-. tloriciabuildii- iL,.or,,)-"pr,"Pr app dti.ast)x'parai-ii=,,N7GEl-XQh,N-tDqtl-18")7'q\,TdvN-IS... 2/1,2018 No " ` tj 'If, PR,O FICA SHOWN { EREiN IS W`,KNt:D AND MANUiACEURE:I) TO U, IAPLY arliH W (JUIRE HI.N(S OF Ttif F1 ORIDE, HUROIFIG CO )f 2) d SOD I PAIAING, III HE ICI d> E D ANT) ANCTIOPi D 10 PROPL PLY If, AN`SI T P A[ [ LOAD$ TO ,IHUCIHP[ [ RAM(NT, IS HIF i,' ESP041,IE?I_!TY Of ITO ARCHITf_CA OR LNGINILR Cf PICCI4:D, 3} I U`JJAHL ` TIP11, ,`; (NCRE/,'ri_ Of i f.r "NAS fv1 U`>f_O IN 'HE Oi S I:;tN Of III': PFIo'.,iYCT HOVVT,4 H( H[ IN. NINO t 0AU DURAT K}N fAC; TOR Cd---I,6 WAN US`_D [OR WOOD ANC:HOIT CAICiAAHONS. 4j F.( RO"A Ir US t'AC1 i'RC,11 (, IVI `y',IE P IS N A E QUIRI D FOR THIS OE7Ut; 1 1N wltff) HORN't , RRI; WG;.:3 UT ,U WINE) LONE .T, O} D[ :.ION PRESSURE AND INSTALLATION ()FTAILS SHOWN IN THIS GOCUFA('+! 1 A"PLY ONLY It f~IIUILION 'tlIE1DOW; tIU`;T B€ A('PROVt UNDF, 1' E f A RATE t (f'r:GVA[ 6) SINGI t A I N.I;OWd 10 ESE Wit I f D ARE NOT L.iVt1f O it,) i} ,J ,F HOW11 IN THIS DRAWING. INI)O'W", MUST HI IAAdtJt ACRJREf) HY IA[ WIHDOWd IND D00iO;, INC. 3) 15f >IG?d Otff.'Ag-d OE fAUI i „) UNH 1,itAlt_ if[ CONTWU EU BY THE I r ,SER [)f SIGN { Ri S...,RE UI IHI[ SIOLLION ON THE INDIVIDUAL WINDOµ! OR DOOR UNIT. H) UNIYS MAY Ct @AUI t E_!Y iOGI [HER INO( INHH Y AS COtif, AS S NG[ E U', NIT 1ACI0111 F,tip Hf I GHT AI f tdUT EYC;F D( 1) AND Mill JON IS n Pd'.:HOlNI It AS SH WN Hf=T<HT, 0 UiULIJOH Vf PIICAE H'>TALIAHON C3 ',HOWN, MU ION MAY HI USED IN HOR/OIHIAL ATIPt ICAHON, A, EGidC, A, DIME NSION`. IN[)MA.AH IT n, Pt FJ A.;f: HOI 1 XCFLOED AN'D Mir, t!ON 1', ANCHOR, IT ACCORDING To TNf`, DO ,,Mr III f> f ,4','1 PR[ ;,UPF TAH'E iNSTPYC.i Li1TS: 1) (' rE FINE P[ OUIRL D 011 SIGH t OA D Pit? I OTTIDA Alif AtIN CODE C' IVIPIH( 16. 2) i)I I I-0,4l dl wIBUTAR`i WIDTH ANO MI I N)N '>f AFT ;3A,E0 ON I11rt) CUC1 10 Hi IN`,TAHH) SET_ FOPMU A [Off IiWHUTARY WIDTH_ 3) I(Y.Alf MU 1(ON SPAN NiIfT th t;ifilj A`tN IRIHIJIARY WIDTH AT IHE } M, P',T Cf10 N F POW `,ND C:OI PfN 1:0IIIAINING THE UiJi_(ION PAN t 1) 7rN H{YII,RY 'A4DTif RE'>I'Ef HVI LY IS HH 1 rUH ION! RAHN(3 i OR PHOF)LiCI IN `,iE P 2. Ndl(. U(ii't RATING i0U`,T BE IONA[ OR t R[AlEEt THAN P[OUIUH) TIE SIGN „FfJ SSUP( UTA!"II t N N,TEP I . t iRIBUTARY WIDTH `V— T { 4N2 9 Ft riS _V N 7A TAT )t El ih i S I E A ,H) Ar.I.4 ORING r) FS & IN> t [,E' ANCHORING NOTES: FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK tJ`,F P 10 WOO[) SCRLW WON SUHICIENI 4.NGIH TO ACHIEVE_ A 1 /h" MIPNiTAUM E' f'RFDSfl.NI_ OC.AII ANCHOR', OR', A. JfIO'%4N IN INSTA! IATION DE fAILS S' rifE_T 3. 7) TOY ANCHORING INTO CONCRFIE USE 1/4" E.L(,O tit iRCON TAf1CON WITIT SU EIC(ENT tENG H 10 AUMVE A 1 1/4" MN!U)N f IXHFC t,,f Nf wIfNI t" f"TIN MUM EDGE iJI".STANCE. LOCAH ANCHORS AS SHOWN IN fhi41ACLAFIOM1! DETAILS SI'`f H 3. S) fCk ANCHORING INTO Mt 1At_ USE # 10 ';MS OR Ul I DRILLING C( HE sd WITH S.J(I ICIEN I E t N 7U TO ACNI(Vt 3 TH(,k , O', 1,11i'PEE M fs" el RL, `_fNUClUpf Ip LtTIOR YVAEt 10CATE ANCHOR, AS SHOWN IN INSIAt1ATK N DETAILS `,HE H 3. 4} !.(_( tA`;IEPiERS1 l() E'F (U21,JSlot, [2Jr;iSIANf. 5} IN'OAt A ION A!,R OHS .,I lf,I,.6_ BE INS IAU ED IN ACC T)PDANCE WITH ANCHOR MANU ACIT RL 'S iNSTAUAHON IN`,IRUCIfQTJ5, AAD ANCHORS SHALL NOT R[ U`,FD IN SUHSHRAIi S WITH S IW NG IHS ES`, ` THAN THE tAINIM.I h SIRINGTH I PcC (1i [3 eEO LOW A. { oOl) — MIT44AHM SfIf.CIFI,, CRAVIIY OF G =0.A2 It, CENlCP! IE MINIMUM COMPR' IVE SIT E NGIH 01 3,200 I'd, C. MASONRY `,lOi NIGHT CONFOl*,IANCE TO A`>IM, C 90, GLA I, El, TYPE 1 OF? GREAlf f?), D MUM ' AIPUCITWE 71LEE IRGA (_048) OR AEUMItNUOI 6063 f fU=30KY 062' THICK MINIMUM, 6} (- OP AEIACHI IG WINDI W tRNITS Tf; kAUi_L?O'd i)SE r1I} (;[-IF IYI PIN'c; 3(' HFVi WITH SiHTICIENI I I=NGIH TO ACHY VE A MiNfIVOU F W.(3`UPJ,-hdT 31 INREE Tr ?E A.DS ('AST HIEMUI..L(O hd VdAk_E_. 4_(Y:ATE 53ChE. WS 6" f ROM EACH MUHJO'N [ND AND 12" MAX. O.C. THE RE AT ICR STAGGER SCREWS AI I ACH WINDOW, ABLE Of C,r T T'If" OflEEI NO _ ")I_SCRIP IlON T NoItS 2 CON1 iGURAi OW'z AND DP CAEI <T o S TAL / (I N DETAILS 4. fi GOViPON Iv', -- —.._-- -- M1 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 170 0-0377 5764 VERTICAI MULLION 83 MULLION SPAN GENERAL NOTES DRAWN um; N0. - V. C. 08-01 439 scutNTc Emu 0i/19f12 S11ILTt OE 4 C Ht)ff770(C,P.fIfSf E 1432 WOODFORD W) L EWI WI f F NG 27W3 a 34-63B-G50 r t,otr a ,r tvn asp:..cbn, AVf' 4YC`rF f _ SiGNED: 101113, 2017 N` i`;ttfll(!ft NNy` i 1 L 01`r/Y i NON .t Q ti ..Yo^tiG M,N. Nye lar, 6id CTAT aea ' f0fi4()f2t0• B Luis R. Lomas P.L. FL Ho.: 62514 10; 5/IT- C 01 M I I f, I D MD-M W I W2 It F w H In/ /Li" COIAMIrV D WIMI! COMPM,i) I;vIU1IH V, 1 '012 83" I RAMI WINI)OWI mm)ow W2 t (;Ilt WINDOIJ p N IAN 'N2 TH)THIN I AH(3f ANO S?VAI f MISSH k fkWACT, I F`AFi 1), WWI) ZO NP 3 ITJC! 001 FLAW!, 107 5/8" C1M1HfNC'D WIDIH I W2 11i' l1,I FRAFMowINOIOVViff fG1 I I I TON SPAN) At OW04H) WiDTH N 1 W2 83" VVIN00W FRAKIF SPAN} W I U COMNHH) MOM HTVI' e, D INATION I)( TAILS I o/ 1 !*VISM AMCHORNG NOTE' & IW.H D Li 107 01- CIVBH411) WIDTH W1 W2 V1,M) OW F3" I HAME To IG4 1 WINDOW vvITvuIwv1 MI -it UON PAri) iI WI W) COMR(HID WIDTH APPROVED CONFIGUrVITIONS MULTIPIF lltl AI JiTAY[31-1,ItJI,IFI)TOCE--Ifll-[?ASION',AS(-,O&t[31NF[) tVjf j HOOESNOTEXCH- 0 107 M'AS SHOWN Hk REIN qr — -1 , rebar Desilyr EC I IIInuinonTrib`iy width ( in) P,n (in 'T"," o -1-36 00 F42 00 48 00 52T IAI?(,'(- AND SMAt L. MIS ;I( F IMPACT, LEVEL 1), WIND SOW 3 0h1,40vIWNS IN CHA10 ARE f RAIVE 11Mff NS/ONS ANO Do NOT INCI I IOF f LANI' 31-, MI WINDOWS AND DOORS, 1-1-C 6150 WEST MARKET STREFT GRATZ . PA 17030- 0370 5764 -- VERTICAL MULLION 83" MLR I ION SPAN APPROVED CONFIGURATIONS AND RATIO(, CHARTS DRAYVN I'M', RE, b V. L. 08 01439FITS011111122111 1 ROW I? I CL I OMAS P. E. f432 VV00bf_0f?0 HD I EWISVII L E, NC 27023 023 4,14 6880609 con, SIGNED 10/13Q017 TAT 0 F k. RVD ONA'I - LLJS R. Lomas P. E. FL No.: 62514 MA5f)J`,JPY/C.0NCR1- U- i3y MH 1?5 1 j//," MIN DAM f)MENT t t ,'r Ui i PA c, t )H IA 0 N 1 Wo WX NT RAMING1 2y fiiWi< Hy 0 H 9 pl' F) li-, TAT-lf'v VER I ICA L C f3O,';S SF C I ION lf- ArTfli K`000 MOMM,' iN; TA I I A T ION HIM f'! P'; MAY P11'1i D iN AT f) PTPAW"ar" 1/7" MT1, VERTICAL GROSS SECTION META! W, fACIATION rot, "11111" 11 R[1/ 1-,FT' Df iAll' OF", In/ 17, AMHOMNK; NOTE 3' N"ll Dij 06/0 // 1 7 H 1, 2 t,/ q W TP))CiR Rc BY T 1 L P 5 MI WINDOWS AND DOORS, Di 650 WF51 MARKET STREET GRAIZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MUMON SPAN INSTALLATION OETARS vl` No. V 'L. 08 14 I '() I /" 1" 1/ 11, 7 3 OF 4 c` FNTSDATFo1 / I i I '10f3FRM f 432 V10" )Pf OnD RP L E Wr ; rIP J E, 1,A/-, 2,,023 4:11 rP8 oro3 SIC NEV 10113,2017 1)"S Z 74 STATE OF R o' Fl- No.: 62514 Florida BulldlnL, Code Online Pate I of ') 31. a. 'I",""v" ccls HO'E -,q 1, User li,. 7"),s S"r-1, Slat, S tav's P"hca"Ors IsC Staff 5CIS S'te Mai: mks Sea, C, Vlj,Product Approval 1JSER: PI-c I il I S'I Application Detai Fl- # FL13223-PA Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/ Phone/Email26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pir) gslieng,zliuCci)jameshai-die.cofi-i Authorized Signature Pingsheng Zhu pingshei) a.zliu@ia;-neshai-die,com Technical Representative Pingsheng Zhu Add ress/Phone/Emai! 10901 Eirn Ave. Fontana, CA 92337 909) 349-292 7 pingsheng. zhu@janneshardie corn Quality Assurance Representative Pingsheng Zhu Address/ Phone,/Email 1091,11 Elm Ave. Fontana. CA, 97337 909) 349-2927 pingstierig, zliu@jameshai-die.,,c);-n Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evalua'ior Report Florida License PE-24121 Quality Assurance Entity Intertek 1 esting Services NA, Inc. - CA Entity Quality Assurance Contract Expiration Date 12/3 ', ' /2020 Validated By -'ohn Southard, P.E, d Validation Checklist - Hardcopy Received Certificate of Independence Referenced Szanoa,d and Year (a' Standard) tanO@Ed ASTM C! 186 AS7M E--30 Year 2007 Equivalence of Product Standards Certified By Florida Licensed Professional Encirneer or Architect P," va -' E-Luv A 5 - tv I I http:: 1/ wN,,- NN- . flo rid ab ul I din L,. org 'pr'pr_app_dtl, aspx "p aram=-,,N-G E \-XQNN-tDqvRk6bs\-Z66FC.. -2!'6 '-' 0 18 Horich Buildina Code Online Pate ' of 3) Sectionsis from the Code Product A,,)ffrci Method Method 1 Option D Date Submitted 0S/09/2017 Date b alidated 08/25/2017 Date Pending FBC Approval 08/281,12017 Date Approved 101/: 0/2-10,17 Summary of Products l FL # Model, Number or Name 1,3223.1 Cernpanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 13223.2 HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/A Other: For Use inside a HVHZ install in accordance with NOA 17-0406.06 3223-3 Prevail Panel Siding 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside ll Yes Impact Resistant: N/A Design Pressure: N/A. Other; For Use inside a HVHZ install if-, accordance with NOA 17-0406.06 T-e-sc`rip-tion--- ---- --------------------` fiber -cement panel siding Installation Instructions cet EtiLia hi )ff4 7-940 6.ddf 4 2 C) 1 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports 4 NC17 ':,6 00 R4 E P 1 1,') )cZ9 el. to FurmicIjIff --- ------ - ------ -- i Created by Independent 71-hurd Party : Yes 1 fiber -cement panel sidina Installation Instructions ti4 N - A 7 - c.Q { 0n nilf 4 D- aLl L': -af- 55verified By: Ronald 1. Ogawa 24121 Created by independent Third Party; No Evaluation Reports 4 Lrc, r 3 4 L, F _2 6 &'C, - ' 7 1'. re to Pzlir!,Fg,,,C, 2 2 - P 4 fk t 1 7 Deli Wood Nle,,ai Franne.pof 1 Crealed by indeDenae-it Third Party: Yes T 111- f-c`merit - -pa`r-ie-l siding Installation Instructions F- 4 R-1, 3 2,4 11 alla ( npcjff r Pa- iel to-F lrc,2ff verified B}: Ponaia 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports L '2 2 3, ', 4 A; lo 0 A-11 rr C C,55 to FL -)d4 R4, Al R- 0- d 7 1V, c6&L J 1 rn Createc by Independent Third Party: Yes State of Florida is ar, AA'EEO er,,Dbye- r)o Under Forida a., ennall addresses are public records, If you do not want you, e-mail address released in response to a. public -records request, do not send i W nis entity.instead, Coroa-t 'ho' officif D\ phone. - h b aaplouaimail v n 11 vaveanycues!ic,,,s Please contact 85b 487, to`Pursua,tS, Cthr, 455,275t1' 1, F,0,aa Staln,ff ,eeeCj,,pC)Ct ,be?G ce^seeseL under Cuapto- 455, PS, ohus', plov de the Defdartm', e wth a, email' ajoecs if df,ey rave, one. -he emads Dravideal may be usec for of Gal Carnmun,cat*-) -1,11 the licensee, -,oveve, ema,' addresses are cui:,lc llscord, if you cc '01 "Sr zo suppic a persona address, please provide the, DeparLment sntr a, am,,! altohess W!,cl- can be nnece a,aiiabla to tre p,nInc- To dere—re if you are a licensee under Chapter 455, F, S- please cklh I Product Approval Accepts: pr,'pr_app__ dtl.asp-\'-"paraiii—NN-CjE\,7XQNN-tDqN-RIc6bs,,,Z661-C... 2/6 12018 Florida Buildina, Code Onlinl- PaL,e -, of Safe prpr_app_dtl.aspx"param N,,-GE-\,XQNN-tDq-,-Rk6bs Z66FC.,, 2 6 2018 Florida Product Approvai HardiePanelO Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 For use outside of HVHZ, c HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane Veta;! Sding %larTICA00101ke E7FECT0 S27MET 213 MOM V " mo cum, WA000i , CE:1)AkF3K41L1_Q - E&L-EV'r WEFIRA 8 STLJCCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN AGCOTIDANICE WITH APPLICABLE BUILDINIG CODES AND JANPIESHARDIE WRITTEN APPLIWI ION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYS-FEM PERFORIOANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUC i ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YDj ARE USING THE CORRECT HARDIEZONE NSITRUCTIONS. INSTALLATION OF HZ1 OTM, PRODUCTS OUTSIDE AD HZI CY LOW1 ION VALL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDfEZONE APPLIES TO YOUR LOGATION11, VISIT OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: syn. av ona,cj so way wet Y mWed may ;out v, sn,,, Ornage, at bst', u-,,s,'_'aq pass or n'ge P O-'an mges an-, -',a! re's tom cThagoAams KMY s is reqxnsiNe fa damage cased VoTpv syge so ondy; of me p0moo am-wassmus Z CUTTING INSTRUCTIONS 1051 was Omni don I Vera; M07 60anx c Gm Dx!'M0TUW1 Mh . 0 ky no 0 -0mus am ",P u2y'_ I C X C My J My 5 T04 W: AN ones - on ov w0yevan a HEnown TPMI my "Mmub &eownww Iwo Mq -00 0, in! ma MS m4pmh. newd I. wwom WU awman! PWXesMh*v wool= symTs L no 10"Aw on Man NT01. inx 0 qu W ywo-os oww"d M, wo mm n to a J"' no, 't c i,)01v" L';"""'ii","G vs our Ing smu a Owens. I = Y cmw My qwt ?kwe NY Man "s GENERAL REQUIREMENTS: 7ax nownz m oe imm ty Tshog ar, 57 v roMms wl 0 Sorest vt4amlMho- 03AIMEIS 3- qxt*ywve,- o-,'a sa:-,o aa- ns",a'e"" nve',YoC n' Y emr, sxx a marms,-'- 1" 24' ar"'sm, pe-'erna ply.. , vveng san map nmyq 70 Wison am1cmn M.'ese MWTIMM InAky OnEW5 On a CpHaN WMK (anKrunlimn; as a oax ontoc-,, Invinnono n rNaling jams Ha!_ comas wer fm- can ne MY in JH Ted-i Bulletin 19 at wAm% 2130-1-1011= an Gym, a rQW91 7 EMMET my MA :Akq sme "elventma 02 WET-asswe Va- 0 rox 2E a=7anwy CYNIC O'n now. MocnoMES hone One qxuhmve HwaVra: A Vva_r spron a m-mveri inype i ten susevrapi var covin wn om va mayments War Mw" anis VMS soon 9 wyn a'-' "-'ele''s E TE, 3 1 .-,11 - mis, Ve ACOW ysso psm YOK APE any to- 71 out! r Km aws at xx DO!% vnoMrr N F 22 in n. narat COME alict S&M me isec an OMN WN ae"Whow 0MV, D Z .. we nat eva e; tjIn o - ss-, a ' - 1 r aoo: oa-'C"'-a syne awaxwon N e in nzan, wns Afy t: 39ps Senior pq 3 DC NOT in nor vas", one nan 0! Down wa:ng nomm narms, V'Siss MEOW to MA104 Wool. "as me qaq A me wall SwAmm r harath to momw My SMAY too ye e"""'aritor and moose moveme-7 v ME = n wk jurl 14h mum m! 9 ban v M±T v 5Avi is INSTALLATION: Joint Treatment Fastener Requirements 0Vence! JoMy - kstall rinos b ravoye contam lyzi augZA& Pomn loans whom ank Sys oc is dam Man, 0 is nay aho DO covand win hanew PVT or wal joMs o, 2' away hom Os,wrs. h nornadvisocanes, cola No aWkkk W 0AWL& hmq HardiePanel Vertical Siding Installation - inuosial Avis - movis z4vog A Mwoomal No To, 1, Frming nus,, aev'ovoiiad & norAmal ad votA elm 0 uAg Figure 2 Figure 3 HarjTarid Mcal sify make jarel on swo. Do&w It may oe relied io mallin Ill inum QE 4 MA F_ nailing dimaxes. IMEMI Wme-vostwe Dow kee2na] s 3v OM pand eCl le e Ken No — am 2' avoy 17000, nt Batten Joint "H" Joint o 2 x stun C C i. Is Mgme 4 774-7 WN Joint aws 0 1 Lev % I Fcs Lovyw to 04, w o v i v w wrow- r vv Y' Homemn 1Vv..5Ww snail """ON W-5whAvy WARNrNG: AVOID BREATHIW6 SILICA DUST ----—- I 0= 70ynxwp v MWOKWO 5 any vvo inm 0 40Y 7w", w 1, MAWN n7wnv x: 1pyl On,, swe lank 0235-PIN if,, Arivins ffl=i CLEARANCES too pin no my YOXI M MMA q Z mnMum 1, 1 Memo" 2"Anna 01 to XvIon 0"? my anc m0d I 1190an a 14" M-0 070 a Yqui nywnz coot 2' 06X are Dnae7 WNW- Wo 7TAT Tom, su-WH ny"q e 0 SyMny jaw" nwne, to wayn 7nn ON na,-e rovonxV a mouawn pmom 2 na; as pmdums 0 1 of " -o I - a-V-0 lFQwe7 in 7 n, myr; an 14 on; - eqe 0 ?a 1: ny oak gn wandJ i syqarT, YX 2 i a 1 a-,, FWwe5 Figure 6 Figure 8 1, I F-5 F-7177 71 V' 2"w J 6, Min, Ann a nwmm 1 c iaiss and FWure 9 pOu aA "d m, r7= 11 2'mm J 2-1 dek ma wai g, ledger D" nx pop AYT sc Wpawp soy w2yj me OWL smq W =no on. Amn X 1 105KOUT FLASHING V'01e,- O %4 Besaze ol re vown of wa, to can omr down a Nodal Fwme i M 1 ne no 70a , as"g mas =s WOT aA3 Figure 10 mv me saw a VMW To! wq> x no hasW Wx sm- F Now; Vbem Me ml nNumms, mad a whow n anal, L , TO vnw naruVro sm, 4 6 nA 2 nwH a seb-anyr, nV-a; uaass MmakWnnaa1APlqW` e 11, Kickout Flashing. a, c t! le e, - s; 1y code A 4 fa c;a ej woose5 ON Y To maxwn way ap"Mon, BLOCKED FINETRATMINS PONSOM am an Ise bcs am So I VV !T;Y us" as C rww on,,—C GENERAL FASTENING REQUIREMENTS i'a", -'a, Ja,1,,,zc-S MY% ?Awne=75 MI U nwy n000pind Wawn ran Ams HE do 4 no nsmank 17 OF w7TYn wmanse 5 Omens s Re qnss zoo Annei a e man--amec vre, - W 7; dons Kv v v socs nw a - I. ,,,e w - t e jo,es ? oiirve,,, h.;,--,la sms- now* noun pulsE in a 4"; 0 VV=4w y n am DwYnT n Woe, e sc,ev:, N24 5AWnd sk Van mq nodw anoWN M 6 was whei 431 YlJing os,,,,s rave james "ova Teowal Sewnts 1 you Te nswe O'noloate, WMN anc Dwe % sonns anniculy to Wag and vamb; iwwan Saw : s% y apamy liq in a son. fill nail kL,, a, icndc,, nai! 'lc 2Y SnA 07 V any =,- as anii w_ i, 90- V. V a win a ? a man, on AT Koo lam 1. nmwo Yc T>ne qQ NOTE Wave: a s7unix I Te-ber n went WePok oak bE Wac 15 on - Karl 2 re onval mwww7y own wn"g AVM V ZR YJnxZ Ono wo we Do not use aMinnurn Mdenera staples, or cWpd head rya K Snig it Comtomink @1 03 1) ff & acdndQuinA8dcnoijn ler dwenas Cab NOT W=- E FliguPe'/3/ X got," PNEUMATIC FASTENING jamas nyc a xx. an ca- ra 4anc nalso a Yaqw; anq a Pneunnatic las,.;nng is riighi, , - nds c. 0: ar, wossixe w o fassin is a " sug 00, ne a POUMAW ON ....,,a - no " Q oxt A Me or vy,w s Yor r sany to a 3es- w,7 w owa v-,-,,-,ue na 1 iniz- win an; w t s-xAAawC nam-e;- Dow A aQ fa innaby- = pwvyy-g 1223E- Q? 80 CAtILING G ' esul .11-_d w _ " wA y ., r .DJ 2w 3 U ,__a J! t i, _t a1t. •.i. i u I, v8u4. Wang M : _ awlso - Kay cos. ,r,:_ Me coking Wan Note, OS( Quad as well as some other caulking n anutactusers do not allow tooling. CHIT EDGE T Ern€MET ggg PAIINTI N, C S 9 to a eqn. Is ky; Lan 2arl 0, Oman ssa.resl 3 on Dmain WTS ..7.... .ISWISaTwisn min Oe aar= OW WD 0"S'y pnmec P100 an ., u 's' : WAN Ely amml ,., 0 , we We e...s, monrown Pat on e. y" e..un rcan N& a 5 ". s1„ niT ., a.K 1 L.. u., _. Ba,-,Kgrollori,,!-;emedi the soling is s rayes. C OLORPLJC ` I ECHNOLOGY CAULKING, TOUCH-UP & LAMINATE so,_ In 1e taken d I „ g a!-,-,, cu wms UJiev1 RuGhsS paduan Dsig iutaliptio . use a ,rat sat cIct or sci b', a , ,o gendy" woe at any residue or conis-vuct on noun Sh on talc pmdU tion hoe 04 a garden hose, 73jn up ; c; s, scrapes ,and a? hot u J me '--ok Ts `1-I-olog1 w,1'; up uGlF icat`sr Whop shod ° be used spa Iiloy KI arge wan n wquiT ivt.ctp repiCt. e Me, sa ,ayd anna ` 1h rev" ...die and song ,% t Doiu?ilus uu l i )i isjt. a mme,: Beel m st be removed YnTeWely ,a`t..r ilsta . o i I each Co se. Turn0we norw tad or cm edgm Aw t' ,l mare possMle, and cad& Clu matched Win we sltc 55 ion voi Cdoriks" w1ottWeir. Post ad A 1 r nwhaory of elm uSI' g To Colo! Plus Tnhn iog: , e0 ma1ers 2 a a_ Fl(. tC ril you ..:t oi"r' s n lar u (o,.z t a..,. NotE Rica r. e dos got ,1.,.1 ut' e n4e A Nd parpary zou vir or PaNs usesas ,o.. a or inns is b SolorRis Was I n r Manors n a 7 Rom of NA _ nto r _r} n 4 of t, -` I'I Jam!„_-s , = u'Ea(}Gct ,zl; yr ,, :, ; 3v ISi v1? use r '.rl t pay trl„C.t1-J I`re- Or r,vJ l„ used etS , u tzi ti1.. C ;=J. jams i c`t_uie lou ua s,'It noce consd as., we Jam. Hydie ,Col j'lius L, 1 ..,s The fol of"v'i ` g ourd nts Me r '.:..ear11„Ibi-;Na cis}r`}i c..,. 0 -s F:N _,,e}io. Fhs and Whim !,:.nl.... 101 A designs id be s_. aNe for any appWas, r Xpasm famenis a .Inns e ne , e, .a . &VI__.,.., In Ux"s y.and ormsus Do nA us. imci>up „_u( fasts":o il-..me for s'1u,... GNY%z cmiums orimed po ei eco ,.ld:=e For WNW i ' - pwal d Jiuliueiii0ils Mt made fasteners nMe felt 0 Is amptable e to use tome up over aS,.;.3`l.', s A" Cada miH ant S,',l'ccc pane! my but corm. tsu ' tip .,;ppli! i hn 4 in Vcai`ta .. So;ne :.` i 's rn o,s tou I;_iurr tt han aphed wer ta. e ets. Trim is su.a m_? ioe a O `,!ei 1;oirrs vtrner, p,op!` P, NTI JA ES HARD0 TMNG AND TRIM PRODUCTS WITH COL PLUS TECHNOLOGY V,Me .*a I „ WoOks paducts Ames Halt resommeMshe foilovg regaRg sewVeynt on and Toccoa aoEi,na or, 4 rs*7 e it,f s, "!ac: i s ciaai dr . a!iL f e a cf any t. Pik t, U o..r mii'i3 e'.`,. Rep innings r',ormally not necessary 0% amnAMcwn we mommaded O O. in s... 0111,0 base m. powderonahng 1_. jannes Aril, Produs AqpT AW .,..at Ifi ausdans a.`,.' own ,1a du,.,._ers No- 1.1. ° uclimS ry&drp cwmage. VN'ua1ltrCi WhM& as apkatan lefl1r~pra iJre soon;q> > F n 6 1sraymnec WWOH anAvnie Z: TamesHardiee sucmvA e .m .. nws e KTomi oim_ is ,,, _ s y... . M, al: MsMIAM11-DADE COUNTY o LADORATORY DITT- ACCRED -D July 302017 Pngsheng Zhu, P.E, ProdUCt COmpliance Engineer James Hardie, Building Products 10901 Elm Ave, Fantana, CA 92337 Re, NOA-1-71-040,5 06 Relative to ;-BC 2017 Project RlLl`-2679AA-17 Dear Pingsheng: After review of :he 20117 F5C, it is my opinion that the current NOA-1 7-0406.06 is in oomplianc.le witni the 2017 Florida Building Code. Referenced Standards in the 20 17FBC" 1. Mood: AWC NnS-2 DI 5 & SDPVNIS-20 i 5 Z Stntilcltlral Loads: ASCaISEI-7-110 3Ccncrete ACE-3'iS-14 4, S-,, uctural Steei, AISC 3630-11 0 Oncludung manual of steel construction 201 " i 14"" eamonn Coid-orn) E d SieeL AISI 1OG-12 7, AlUvnnum: ADM-1-2015 in addition, I am r-raking the foliorving Statement of independence as requested: 1. Ronalci 0-crawa doe, ii JF have nor does if intend to zcqusie oc will it acquire any finanval ifltereSt M, Cum Pa inmanufacrul-ing or dis1,-ibt, jIm,Q products fOrWhi-.t) evaluations are issued. 2. Ronall 09a,""a is not owns'd, operated Or cont,roled ay any conipany nnanofactunng or clstributiog, products it evalasles of inspect. voquire a financial interes! in any oom clurma a, Ronald OgawaIncdoesnothavis, nor will it nany rnanofa— dztn ung produG':-,, for w r,; h repasts are betno Issued, 4, Ronard Ogawi does n;i hawe, nor wil; it ac.qwre a financfal miterest in any other entity involVea in MF1 &Ppnela Should you havo any questions on anything, please contact me, sirlCerely, U Ronald L Oga\, va, Ft RI Ogawa & Associates, Inc, AS Laboraltory Approval, TL 350 I ,AS Quality ContmlAgency, AA-705 CRPC Approved Testing Laboratory for Solar Reflectance and Ern issivity State of Florida Approved Validator and Third Par+v QuaRy Control Agerncy 714) 292-2602 C'o—n CC- RDoee Ocanva — Rl 09awa & Assoc;iates. Inc Karen Oga,Nra — R1 Ogawa & Associates, Inc, Lab Aodre-s 19 51 Sarripson Averiue, Corona, CA 928-79 a Rhone (714) 3211-49—39 o Fay 171,4 90S-1 El 5 & E-,,Tlo Addr st, 15S35 ' rc e onq,sir; ST 44 3, Hlu rit ing 10 r, Bea Ji C-AP 264 9 * P h,,i nf-, (7,' 2) 4 91 - 3 7 1 C t Fax (714, 908- 18 1, 5 v E - n i a j 1, e n,a Engineering « DuaMty Control 0 Product DeveloPment * Inspef-tions a Code Consulting * Exper, Witness a Testing MIAMI-DDADE WkMI-DADS COU TY PRODUCT CONTROL SECTION, 11805 S'VV 26 Street. Room 108 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) M; aTrJL F! ori da 3 3, 17 5 -2 4174 BOARD AND CODE:.. DMINIST " ION DrvisION Tf7860,15-2590 F(,86)315-Z599 NOTICE OF ACCEPTANCE (NOA) w-,v-A7.mjamidad(j,, oviecon omv James Hardie Building Product Inc. 10901 Elm Avenue Fontana, C.A. 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governirig the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RFR-Product Control Section, to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ATIJ). This N'0A shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Section In Miarm Dade County) and/or the AIIJ (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 mantier, the manufacturer will incur the expense of such testing and the AIIJ may i.minedia-tely revoke. modify, or suspend the use of such product or material within their,jurisdiction. FER reserves the right to revoke this acceptance, it is determined by Miarni-Dade Count,, Product C0,11IT01 SectioL what this -product or material fails to nueet the requirements of the applicable building code. This product is approved as described herein, and lips been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and SoffitI APPROVAL DOCUINIENT: DraNving No. PN-L, PLK & SOFF, titled "HardlePanel, CemPanel, Prevall Panel; HardlicPlankl, CerriPlank prevail Lap Siding -, HardieSoff-it, CemSoffit Panel,, Installation Details 1Xood;'Metal Stud Construction", sheets I through 12 of 121, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogavva. P,E., bearing the Nliarru-Dade County Product Control renewal stamp Nvitli the `,,otice of Acceptance number and expiration date by th eNliarn i -Dade County Product Control Section. Miss LE LVIPACT RATG; Large and Small Missile Impact Resistant LABELEN G: A pernianent label Nvith the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C I 186Type A compliant" and ",Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.93 on soffit panels, RENEAN". kL of this.,,`0A shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively a' 5ecting The performatice of this product. TLIMINATION of this NOA will occur after the expiration date or if there has been a revision or change it) the materials, use, and/or-nanufacture 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 cornply with arty section of this NOA shall be cause for tcrrrntnation and removal clrNOA. ADVERT' ISEINIENT: '[',be NOA number preceded by the words Miami -Dade County, Florida, arid followed by the expiration date may be displayed in advertising literatare. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: A copy of this ends e NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the, job Site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page I and evidence page E-1, as well as approval document mentioned above. Tine submitted documentation was reviewed by Carlos _.N1. t1trera, P.E. NOA No< 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 17 Page I James Hardie Buildijig _Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA'A"INGS "Submitted under A`0A 9 13-0311.07" 1. Drawing No. PNL, PLK & SOFF. titled "HardiePanel, CernPanel. Prevail Panel - Hard] Plank, CemPlank Prevae 'I Lap Siding, HwrdieSoffu, CernSoffit Patiel, dt77Installation Details Wood,'Mctal Stud Construction". sheets I through 12 of 12, dated 04, 24/20 13, prepared by the manufacturer, signed and sealed by Ronald', I. Ogawa, P. E. B. TESTS "Submitted underY0A # 13-0311.07" 1. ' rest reports on 1) Uniform Static Air Pressure .hest, Loading per FBC TAS 202-94 ZlI1) Cyclic Va'ind Pressn-re Loading per FBC.. TAS 2103-94 along with marked -up drawing I gsandinstallationdiagramof llardiePlIank, HardleSoffit and Hardi ePanel, prepared by Intenek Testing Sen-Ices NA LTD, Test Report No. 100733361COQ-004. dated 08/24/20122, with revision I dated 04.,25/2013, signed and sealed by Rick Curkeet. P.E. Suhinitted under NOA 9 02-0729.02 Laborator-N, Report Test Date Signature 7 2. ATI- 1642311 P.-k 202 & 203 03/18/96 A.tN. Reeves P.E. 3. ATI 16423- 2 PA 202 & 21,03 03 1 8/96 A. N. Reeves P.E. 4. .DTI 164213- 3 PA 202 & 203 0 18 /9 6 A, N. Reeves RE, C. CALCULATIONS 1. None. D. QUALITY ASSURA__, NCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. 'MATERIAL CERTIFICATION' S 1. None, F. STATEMENTS "Submitted under!V0,4 4 15-0122.04" 1. Statement letter of code conlormwnce to the 5"' edition (2014) FBC issued by Ronald I. 0-.,nva & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Oc:a-wa, P.E. 17 Carlos Al. Ultrera, P.E. Product Control Examiner NOA No. 17- 0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 M WALL LENGTH------$-1 Stud ' pacing at 16" OC, 13- 4— 1 1 1 P5 VJAI 1 M ii PRODUCT RENEWED as CoMplying with the Florida Building Code NOA- No. 17-0406.06 Expiration teOS/01/2022 By Ali A Miamj- DqaWeR roduict Control nk M, REVIS D C( 4XMfM *ft 16 "M& so AM V\ 84— I Nails 24 'If-T, O.G, (typ') 3/ 8"Minitnurn Edge Distance e Sh , ithing fastener, as de scribedin Note I Panel fastener, as described in Note 2 Hardiepanpl, Cemparlel, Prevail Panel Siding Water - resistive barrier per Florida Buil&ng Code Section M4, 2 W, 518" thick t 5 [Ay APA rated plywood sheathing fastened in accordance vAth Florida Building Code Section 2322.3 2" X 4" 3-P-l"Wood tuds The wall and saft't frames or(-, to be designed by the Architer' or Enalneer of Record iTI compliance with the Florida Building Code. SEE DETAIL A 05/ 8" thlck 15 ply APA rated jr— i ply%vaod sheathing in with FlDrida Buildriq Code Section, M2 banr;, r per Florida Buildinj Code Section 1404,2 2' X 4'S-P-F Wood Studs lardie' llanel, pfev' aii Pine, Siding PRO ' DUCIPR PMRTK)bl Hardie- PanellO, CeM(aWIeM, 8 pre,, tailqD panel Sic.hpgmaterials are nor) aslbestos; fiber-,u--ment products tested in accordance with ASTM 01 jP_6 Grade 11, Type, A and meeting tha requremerlts of trio FIOM3 BtIjIdiing Coda. RA NELP M Elbr- J9N 5 Width Length Thickness 4' SAID, 5/16" DESIGN -PRIES- SIURE RATING Installation Design pres"UM VVood Studs - 76 psf lrnpact Resistant - planks installed cwK _513" thick J P!Y APA rated plywood sheathing q,pipA. t4ELPPEV iDING-INSTALLI TiOtI.Q[7TNll 5 IIAIR!TEPANEL _ , _A , '!L__PA ELY " _ - - All ic. st,,flia6on shall be done In conjoirnatIce Milt) this N(itice of Acceptance, tine rnanuf-M-tu'ef's installation recornmendations, and the applicable secliions of the Florida F3tlilding Code,. Nord studs where Hardiepanel, cempanel, prevail Panel Siding will be installed shall be designed by an ..nL'j cincerorkrchitnlpertheFloridaBuildingCodeandtherequifernantsofthisN,O, A- Note 1] 518l ihjck 15 ply APA rated plywood sheathing shall be attached to the studs in accordance w&, Floc da 'BAding Code Section 2322-3, jtcd plywood t5heathing sub porter The siding panelsshallbeInstalledover5/8' thick 15 ply APA r by a miw ; num of 2"X4" S-P'-F-AAx-'d stilds spaced a maximum of 16" (),C, Lbloto 2] The r;idinq panel fastener shall be, a 2" long, 0223" head diarn-lei, shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" U.C. at panel edges and intermediate studs; the fastenism shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" U.G. Fsstemers shall haveaminimumedgedistanceof3/8" and a minimum clearance of 2" from comef"'. Fax 909- 42/- 0634 - Creator: E. Gonzales HARDiEPANEL, CEMPANEL, PREVAIL PANUL I N STA LLATI 0 N r) ETAI LS WOW D STU 1) CO N STR 0 (M 0 N James Hardie Building Products, inc, 10901 Elm Avenue Fontana, CA 92337 MR A I I pf4l,,PLY-M f7F Gate; 4/2412013 arrss I OF 12 Fn'-tener Spacing per Florida RF iAdIng CodSr ctjon 2322.3 0 W Fns! ener Spacing per Florida I Bui[Ong Code 8ectbon 232Z3 1, R01AR71 PRODUCT RENEWED M 0CM1v1y=F v,-tb the floriU as complying with the Florida BtildrzG CO& Building Code Atrtrtw" T,b, NOA-No. 17-0406.06 Xra" on mi'- 161T Pr Mt L11 El? AIVIING NOMINAL 2" X 4" S-P-r- WOOD STUDS 16" 0,'-, FF,STEINEO WITH 3-1)'2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THF 1,1VAULANE) SOFFIT FRAMES ARE' TO BE DESIGNED BY THE ARCHITECT OR, ENGINEER Or RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH- EATHING NONIINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE VVITI-11 FLORIDA SUILDNG CODE SECTION 2322.8 qLkqDING THE PANEL IS FASTENED VATH 2' LONG, 0.223" HEAD OIAMETUR, 0.092" SHANK DIAMETER, CORROSION RES) STAINT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Framing Sheathing STATE 0 0 ' N ... A FOR LIETAL AND V100D STUDS, PROVISIONS FOR DIAPHRAGIO ACTION AND GRAVITY LOAD ARE NOT PART OF 1'11r3 APPROVAL (MW3'r PROVIDE ALTERNATE PROVISIONS FOR TIAPSE LOADS) HARD' IEPANEL, CEIAPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie SUHIng Products, Inc, 10901 Ern Aveni.v---, Fontana, CA )2337 ho,' nc: 9?9-3564930 rscvl ovio N Q y " 0,_ 0' 31 Pay ,019-427 M-0631,4 A PNL-Pt.K,90FF Creator: E. Gonzales 1 50-A L rz' ri &teA/24/22013 ISHEET 2 OF 12 111 DETAIILA ffm PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 WALL Stud Spacing at 16" O.G, i I I ying Vvilh Wl"kMid'A M" Minimurn, SEE DETAIL A 5/8" thid 15 ply ARA, rated pty%,VOVA sileathing fastened J J/ to meta! studs as described I 1. i9 in Note I No, STA7E QF 451F Watar-reslst%,e barner per Florlda euirdlng Code Seclion 141')4.2 20ga, 3-5/8"X 1-6/8" Metal C--stA PRODIR i s RiLit i 3j GernpaneIS), & 111rovailt 1 Pane[ Siding rnatcrials are. nonasbestos 11 fiber-c,ernenl products tested in accordancevAth ASTM C1 1,96, Grade 11, Type, A and meeting the requireniants of, the Florida Building Code. PAiII t Aildth Length Thickness 4' 8,9,101 5/1611 PES1G.N_P,jRUSQ1`1F FAT JN Installation Liesign Pressure Metal Studs -104 psf HardlePariel, Impact l L_S_Uc 11 1 f3_1 cqrnparielPanel installed over u L 11C ply Prevail Pa, nel At A rated plywood sheathing C) is Nail' s at 6" (10, (Iyp) Siding Sheathing fastener, as described in Note I Panel fastener, as described in Note 2 HardjeParrelO Siding Water - resistive barrier per Florida Building Code Section 1404, 2 5/ 8"thlok /,'-) ply APA rated plyvmod sheathing fastened to rnc-tal studs as described in Note 1. Expiration D eO5/0112022 209a, 3-5/6" X 1-5/8"Metol C-said The wall and sofflf1f , ames are to be .designed By by trie Architect or Ennineel of Record In Miami aeProductControlconi,)Haney vVitin the Vlix!,dN Building Code, All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recornmendations, and the applicable sections of the Plorida Building Code, Metal studs, where HordiePanel,.Cernpanel, Prevail Panel Siding will be installed shall be desknad by an Engineer or Architect per the Florida Building Code and the requirement-, of this NO.A_ Note 11 5j8" thkA 15 ply APA rated plywood sheathing shall bu attached to metal studs at 6'oc at panel edges and all intemodiate sUPPOrtS using 2 No.8-1 3, 0315` head diameter x 1-1/4' long bugle head screw The siding panels shall be Installed over 5/8"thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Norninal 3-5!8" X 1-518" Metal Cstuds spaced a nia)(inlum of 16" C.C. Note Z] The siding panel fastener shall be a minimum No, 6-18, head diameter X 15/8' long* ribbed lougle head screw (*or screw -shall have at least 3 full threads penetrating metal frarning); the, fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasmners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O,C. Fasteners shall have P- mirdinurri edge distance of 3/8" and a minjulUrn clearince. of Z' from corners, Phone: F ay 0 ' 0 0 -4 2 7 0634 Creatrc B. Gonzales HAF, DIEPANEL, CEMPANFL, PREVAIL PANEL INSTALLATION DETAILS riAE'TAL ST LJO CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontan8, CA 92337 R rev A -m- K-3017F WIIAIs 1r2" - T-0" I Date: 4/2412013 1 SHEET 3 OF 12. to j PRODUCT RENEWED is complying with the Florida 3uildmy Code 4OA-No.- 17-0406.06 Xpi"o n. Z. a compAyin w0 th- Ia aan 1 l'i10DV.C" REVISED V'nWjYiF* will tht pttkhng cwle FIVNIIK 7- O.C. NOMINAL 20 (;AU(;F, 3-5/8" X 1-5/8" STFEL STUDS 16" FASTENED'M-TH 5/8'VVAFER HEAD SCREWS (2 PEP, -,'OR AND BOTTOM CONNECTION) TO BE D SIGNEDTHEWALLANDSOFFITFRAMESARE BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHjikFHYNG NOMINAL 5,18" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO8-13, 0,315" HEAD DIAMETER X 1-1/4- LONG BUGLE HEAD SCREW qLAWING ' T HE PANEL IS FASTENED - VATH NO. 8 -18R, IST 0 3`1 YHEAD DIAMETER X 1-5/8' LONG CORRCSJONESANT RIBBED 51,15LE HEAD 3CF--ejjS (SGRaVVSIIALL HAVF A LEAST 3 FULL THREADS PENETRA-11tIG THE METAL PI- AC17 SCREWS 6' C.C. AT PANEL C ES AND qj'I'!-:Rk,EDIAT E STUPJS 16' oolfl' Iadding Framing Ij6 N FOR MNAL ANID WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANC GPAVITY LOAD ARE NOTPARTOFTHISAPPRO'VAL(MUST PRONADEALTERNATEPROVISIONS FOR THEKK LOAD-',) HARDIEPANEL, CEMPANEL, PREVAIL PANEL iNSfALLATION DFTAJL MF TAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue I Fontana, CA 92337 i5- h7ne —9014-355-71-300 FNIL- PLK-SOFF Z7- OE 34 A 0, vxTl !Oate:4,124 IS 4 OF 12 E. Gonz-ales 0 st_ i S T'-ah-" zi —,"LL LENGTH-- V 4 L is Ugh the FkAim Build;'q cole A 7 1! 4 MinT6 P!, M_. PludiTt'l Gmtrill 0-X". B 7 3/4" Minimum Edge Distance IHT,NL A ay 'Wilh cx Building Codo NOA-No. 17-0406.06 Sheathing fastener, as described in Note I r iding fastener, stener, as described in Note 2 Hordieplanl< Prevail Lap Skiing tAIole-.resistivs barrier per Florida Building code Section, 14041 5T" thlcn 15piyAPA rated plywcod sheathing fastened L___ Jn ei=darCe with Florida Building Code Section 2=, 3 Expiration teO5/01/2022 2" X 4" S-P-F VVood -uds 1, f '2):r es are to he des; By by the Architect or Engineer Of Record in Miami 1;3 e Product Control cmpF.nnos 'with the F10ri Ci .1a Building Code, SEE- Dt-T M- A preNjallSPlank Lap Siding materials 518" ffild< 15 ply APA farenonasbestos fiber -cement tested in accordancewithratedON-0- 1 products ASTM ri 186 Grade 11, Type A and i meeting the requirements Of the Florld'a Building Cade. Florida Building G( Kie Section 2322.3 Pfit E;L,DIMIF VVidth Lim9th Thickness barrier per Florida 5/16" Building C04P Section 14042 DE, 51GH 21, X 41' S-i -F I a 1Design PreSre Insta 01) I t' Wood Studs WoodStuds _92- Psf Lap Siding Impact Resistlrlt - Phnn?s installed over 5/81' thick / 5 ply C T I Q NN, 1-1/4 1 ta11 X 5/ 15" APA rated plywood sheathing thick slader strip LAp Al; finstallaflon shaUbe done in sonforn)anoe VVtth this Notice Of AoOeptanoethe Tnarfuf?cturef 's installafion recommendations, ano ti-re 8pplic0blosections of the Ronda Building Gode. Wood studs VA)eral HardiePlank, r.emplank, Prevail Lap Siding % vill be installed shall be de,,;Igned by an engineer or Architect per the Florida building Code and the requiremerits of this N,OA. Net(, 115/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance M'h Florida Bui)dlng Code Section 23223. Planks sh,,ifl be applied horizontally commencing from the bottom cot) rse of the vv-311 with 1-1/4' wide lops at the top of the plank such that the exposure area of each plank is 8-1/4" vertically, rplute 21 The siding fastener shall be a 2-1/2' long, o.223" head diameter, o.o92.11 shank diameter, 1, 0 on on I f-frro.slon-rcsistant siding nail; The siding i, fa;tened 8-114" OC. VeftiC311Y and 16" C 7 tal Y; fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood, 9heathing, fasteners re placed In 11he overlapping area aPProyimately 3/4' from the bottom edgyof the overlapping plank, Vertiral joint-, shall be planed over studs. The planks shal! be installed over 5/8" thick / 5 ply APAratedply -wood sheathing supported by -3 p-liriirpurn Of 2"X4" S-P-F wood studs spaced a m8xitn"m Of 16" 0,0- r-,asteners shall have a minimurr, edge distance of 3/8% N Grr_,,_,,tor: E, Qonzalris 0 HARDIPLANK, CEMPLANY, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION r SIC M, NO Jarnes Hardie Building Produets, Inc. 10901 Firm Avenue Fontana, CA 92337 Dvv: NO Date: 412412013 ISHEE- 5 r3l' 12 R,i,siener Spacing per Vhdd 1 Building Code Section 2022,3'--" m FasteneF,,.pabng per Ronda PRODUCT RENEWED Building Code Section'23223 as carry tying with the FloridaV I Building Code 17-0406.06 0.75in D eO5/01/2022 By mi a.i- a Product Control 11 vil &its No -2 7 y ER&WINI-C. 10MINAL le" X 4" VVOOD STUDS 16" J.C.FASTENED 1011TH 0 1/2' 16d COMMON RAILS (2 PER TOP AND so -'Tom ComFC-1 lom) Ti fE WALL AND SOFFIT FRAMES AREE TO BE DESIGNED BYTHE ARCHITEEGTOR ENGINEER OF RECORD N r- 01MIPLIANCE V1,11TH THE F;_ORlDA BUILDING CODE SHEATHING NOWNALE518" THICK 15 PLY APA FATED PLYVV000 SHEATHING FASTEN50 IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION ?-122,3 PLANKS UVERLAP 1-114' THE EYPOSUP5 IS s$-1td THF- PiYWKS ARE FACE NAILED WITH 2-1/2'LONG, 0,222" HPAD DIAMETER, 0,092" SHANK DIAMETER, CORROSION RESISTANT SIDING NA)LIS, PLACEO 3/4' UP FROINt THE BOTTOM EDGE OF THE PLANK AT S",,CH STUD LOCATIOf, claddinu vs C(q*Ayi2v wah The Fkwkle F d&ng 21 0By STATE OF 0 t ? If N A J_j I 111 $ FORNAETALANDWOODSTUDS, PRcjkAmNs Ff,')R nIAPHRAGM ACTION ANDNA<10 LOAD ARE NOT PART OF THIS APPRUVAL (MUST PROVIDE ALTERNATE PRO'VISIONS FOR THUGE LOADS) HARD117PLANK , CEMPLANK, PREVAIL LAP SIDING INSTALLATV4 DFTAII-5 WOOD STUD CONSTRUCTION James Hardle SuildIng Products, Inn. 10901 Elm Avenue Fontana, CA 92337 Pi NQ 0SiZEr. cis Fm, 909-427-rA34 A PNL-PLK-SOFF Gr T-T Dat,'412412013 6 OF'12 3tor: E. Gonzales "'Y' T 7-7-7-1 WALL in—i- HEIGHT i 3{4' 1%11riln'ium Edge Distance 7' c—nl ith w, Fkvift Ehv PRODUCT RENEWED as complying with the Florida Building Code NOA-Nia. 17-0406.06 STATLI 9/ Nalls 16" 0'C' NO c fj P, V.>rAtt0, P DUCT DESCRIPTIO DETAIL A FlardiePl8ink(I), CemplankTq, arid 5f8" thick, 15 ply APA PTevaiM Flank Lap Siding materials rated psywooa are nonasbestos fiber-comerit la- stpnAd sheathing -1 - products tested In acoordan--- with to rnetal studs as ASTM C1 186 Grade 11, Type A and meeting the 1equiremenla of the d--scrlhedinNote1FloridaBuilding Code. barrier per Florida Pt-ANK-DIMENSIONS Building Code Width LCT!gth Thickness Section 1404. 2 5 9-1/2" 12' 5/16' ti 3, 518" X 1-5/8" r D. ES-1GNPRr- S-1JRE-R&TtNQ 1 Metal C-stAid Installation Design Pregsuie rAetal Studs - 92 psf emplank, Prevail PECTiO\q, 3' ""' Jr" Impact piesis,ant - 14Xt.IJX, 51W Phanks installed over 518" thick / 5 ply thick Staffer strip APA rated plywood sheathing HARE)l toNK GEMPLANK PREVAIL LAP-Sl;)!N,p-tt '(A"ATION,.DETAILS All instaFation shall be done in conformarloe with this Notice of Acceptance, thie manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Coda. described in Notcq 1 - Motulstuds where Hai-diel?lan} , Cemplank, Prevail lap Siding vAl be installed shall bedesigned by an or Arotiltect pc,r the Florida Building Code and the requirements of this N,0,A. r , - [Note 1) 5/ 8" ffiat 6"jot panelick / 5 ply APA rated plywoodsheathingshallbeattachedtometalstuds , El Siding fastener, as Pdges and all inte,-mediate supports 1 Ising a jNo.8-1 8, 0,315" head diarneter x 1-114" long bugle headscrew described in Nate 2 0 Planks shall be app';ecl horizontally commencing from the bottom course- of the wall VAth 1-1/4vide laps at the top of the pia nksuch that the exposure area of each plank is 8-1/4" vertically. lNote 21 The siding fastener shall be ?. minimum No, 8-18, 0,315' head diameter X 2-1/4" ong* bugle head screw over metal studs ('or scree/ shall hoveat least 31,ull threads penetrating metal framing Hirdiel"lank, ); Thesiding is fastened - 8-114` O,C, vertically and 16" O. C. horizontally; fasteners are driven into metal studs through 5/8" Cr n niar k A thick 15 ply APA rated pl vood sheathing, fasteners are placed in the- overlapping area approximately 3/4" Prevail 1'op'siding from the bottom ode of the overlapping plank. Vertical joints shall be placed over studs, With -r- 78,i„tive Tate Planks shall be Installed over 51811 thick 15 ply APA rated plywood sheathing supported by a mininuf ni 20ga, Nominal 3-5/8" X 1-5/8" lAetal 0-studs spaced A MaXirnUrn Of 19'0-c. barrier per Florida Fasteners shall have a minimum edge distance of 3/8", Building Code Section 1404.2 518" thick. / 5 ply APA rated plywood sheathing fattened to metal studs as described in. Note 1 H Expiration 05/01/2022 20ga, 3- 5/8' X 1 -5/5" Metal C-stud The viall asoard soar fr@mes are to be designed Phone.-909-Y5 6300 o7F Y A By by the Architect or Engineer of Record In Miami -D I d Product Control ccrtipliance with the; Flooda Building Code. Creator: E. Gonzales SCALE HARDIEPIANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUcriml James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 FIMW NO DING No i4i --PtJ S>0Fr 112" r V-0" I Date: 4/24/2013 1 SHEE-j' 7 OF 12 0151n PRODUCT RENEWED as complying with the Florida Building Code 17-0406.06NOA-No. Expiratia D t 05/0112022na By s Product C., mh mi-rla e Product Control ba CkWoPh-iJrj Woll t1K FU)61-30 n,iv* Qyfe, Avccp;r-ftm Lv at" I.. - - - By An, I I FRAMIN6 NOMINAL 20 GAUGE 3-5 , /8"X 1-518" STEEL STUDS 16" O,C, FASTENED VvIT H 518" LONG RIBBED RUGLE HEAD SCREWS (2 PER TOP AND BOTT OrA CONNECTION) THENALL ANDSOFFIT FRAMES ARE TO F3E DESIGNEn BY TIRE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE VVITH THE FCRIDA BUILDING CODR, SHEAT - HING - NOMINAL 5/8" THICK / 5 PLY AAA PATED PLYWOOD SHEATHING TO METAL STUDS AT TOC ATTANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A KFAD DIAMETER X 1-1/4'LONG BUGLE HEAD SCFEIN qLAqQI NG PLANKS 0',AERLAP 1-114' THE FXPOSURE IS 8-11/4" THE FLANKS ARE FASTENED VyITH NO.5-16, 0,315" HEAD DIAMETER X 2-114'I-,r0;'11G CORROSION- RF- SiSTANT RISSED BUGLE HEAD k3c'RE"m SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PU,,CED 3/4" UP FROM THE-f BOTTOM e DG t-:, OF T1 15 PLANK AT EAC FI STUD LOCATION 16 In. I REVLSED 13414: 4 Code A,* 0Pt,,W No h4lv i Product C*BVN Mist OG-A W4 N10 STATE OF NAI FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NO": PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIE- PLANK, CFMPLANV,, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONISTRIJUION Jit ies Hardie Uujlding Products, Inc. 10901 Elm Avenue Fontana, CA 9?_337 0 PhonA'10NO 0 e: 909-3564Fa 909-427-0634 7A PSCM, PNL-PLK-SOFr- CTe3t, gr: E, Gonzalez 8CAUE Date: 4124IZ013 8 OF 121 R LF:JNGTi Sttud Spac: ig. at 16" 7 7- ----------- j WALL j HEIGHT; T— I DETAIL-A Z , --- PRODUCT RENEWED as complying with the Florida Building Code NOA-Mo. 17-0406.06 l--i Expiration P tel)5/01/2022 By - e Miarw- ae P:01 Nails at 4" 6C e Distance Soffit fastener, as described in Note I Haidlp.Soffit, Cernsuffit Minimum 2" X 4" S-P-F Wood Studs Thetie viall and soffit frames are too be designed by the Architect or Engineer of Record in compliance ltt'] tln,n L.104dj Puil-ng Code-, SEE PRODUCT IDESCRIPTION DE i ILA HardieSofflt(g) & Cenisoffifito materials are nonasbestos fiber -cement products tested in accordance %Mth ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFIT. EINSIONS 2'X 4" S-P-F 103A Width Length Thic ness Wood studs 4' 6 114I Hardie,Sof% Installation Deslon Pressure Curn'soffit Wood Studs -70 psf Q G A No. 21 STATE OF 4 v a0R1'3 HARD ESQEFI -ff,CEMS!:1FTIT A.tIELI STAj!-Ajp _ A -)ONDETAILS All Itistallation shah be done in conforn.anco with this Notioe of Aceeptance, the manufacturer's inMalJaflon recommendations, and the -applicable sections of the Florida Building Code- Arood studs ,vher e tiadieSaffit Cernsoffit ll be installed shall be designed by an Enqinper or ArCJjitsct per the Florida Building Code and the requirements of this N.O.A. The soffit shall be iastalled over rNnirrium 2"X4" S-P-F wood studs spaced a maximum of IF)" 0, C, Note 1.1 The soffit fastener shall be a 2" long, 0,223" head diameter, O,M2" shank diameter, corrosion resistant siding nail: the fasteners shall be spaced at 4` O.G, at panel edges and intel- Mediate studs; the fasteners shall be driven into wood studs located at 110" Fasteners shalf have a mininiurn edge distance of 318" and a rninimuni clearance oaf 2" frorn couiern, 6A S ECT 10 N U-B Au— t tcxVL kt/ P-)MZ0DUC,C PL. vmu> lt --0YitW -,izh d* awi& aC'Moying Wilk ibe F%ML% Suildieg Cc,&- Mflding CO& Atxr tn No D4r,--- Miar HARDIESOFFIT, CEMSOFFIT PAND. INSTALLATION DEETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10W1 Orn Avenue Fontana, CA 92337 Phone: 909-356-63X) jt ax 901;-427-05--4 Cre, ito,,: E. Gonzales--15GALE 1/2" - V-0" D11111111 NO I REV PNL- PlJ<-S0F;: bate: 4/2412,013 SHEET r) OF 12 C ladding PRODUCT RENEWED as complying with the Florida « Building Code By 4,00illd Miami- Prodtact ControI tga>'rr srrrar,,P QGA 0 crwoylm W Fux Ac ` - V- ILA% m a a}` nrrer rtl l 5 1. z a i s+ rx g i•ii r,>: a . o STATF OF ` FRAf tI IC NOMINAL 2 X 4" S-P_F V)00D STUDS 16" O.C. FASTENED kNITH 3-`I12' 16d COMI ION NAILS (2 PER -1 OP AND FsOi- ONI FOR METAL APED WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE C0tAmPCTIOf;I) NOT PART OF THIS APPROVAL (DUST PR QVIDI ALTERNATE PROVISIONS FOR THFSc LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE: DESIGNED BY THE ARCHITECT OP ENGINEER OF RECORD IN COMPLIANCE NITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS I"ATFNI 17 Wrn2' LONG, 0.223" HEAD HARDIESOPFI T, OFMSOFFIT PANEL DIAMETER, 0, 092" SHANK DIAMETER CORROSION INSTALLATION DETAILS WOOC7 STUD CONSTRUCTION RESISTANT SIDING MAILS, PLACE KWLS N? 0,0. AT PANFa_ EDGES AND 1NTER N1FDIA T E STUDS .; ; James Hardie Building Products, Iris. n 10901 Elm Avenue Fontana, CA 92337 PhC rt: 909- 355 SaUO 5z sou a r n: Fax 909-42, 7-i0634 j A I N1-PLKSOF F i Creator: E. Gonzales jSCALE 9"=1"-Q" Date:4/24/2013 5HEFT 10O3, 12 TH S F7 F Stud Spacing at IS" O.C, DE IAiL A r) J PRODUCT RENEWED as complying with the Florida Building Code NDA-No. 17-0406.06 Expiration Da 05/01/2022 PROW-G-T E)ESICRI-P-TION HardleSofrIND ?. CemsoffitO materials are notiasbeslos fiber -cement products tasted In accordance With, ASTIR C 1186 Grade 11, TypeAand meeting the requirements of the Florida nuilding Code. QFFIT 0 1 M EN IS JQN 20ga, -518"X 1-5t8" idth Len, Meta) C-stud WLength Thickness 41 81 %11 By DESIGN PRESSURE RATING Mia— m'—f-D—A rodu.t 601 trol 1 Installation Design Pressure Metal Studs -55hZ 3 E U1 10 IN B - Q PRODUC11' REVISED k-'romoyioz 4 'At Nailsat6" 0.c (typ) 318" Minimum Edge Distance Soffit fastener, as desrj' Jbed in Noto I Hardie8offit, Cprnsoffit The Wall and solflt frarnes are to be desioned bytho; AmhjteGior E-nijiticer of Record in camPliance ,,i.th the Florida Suildino Code, 0 complymt; WMA W. 11114ditig coft Biadias 3 T/j Xwd Coma Y CEMSOFFIT PANEL ISTALLA DETAILS All in, bon shall boone in conforNmance withthis Notlocof Accept (Af a-wre" ins'milation recommendations, and the applicable sections of the Florida Oullding Code. Mvtal studi; % Mhere I iardip-Sot fit, Cernsoffit Will be installed shall be designed ley an Engineer or Arc h; te(,t per the Florida 8uilding Code and the requirements of this K(1A. Tho s- offifs',all be installed ever minimum 20ga, Nominal 3-515" X 1-5/8" Metal C-sto-id's spaced a Tmaximljm of 16" O.C. Nofe 1] The soffit listener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long* ribbed bugle head scrow, ("or screw shall have at least 3 full threads penetrating metal frarriing);the fasteners shall be spaced at 6" OC, at panel edges and intern qdiate studs: the fasteners shall be driven into metal studs located at 16" O,C. Fasteners shall have a minimum edge distance of 3/8"and a rninimum clearance of 2" from corners. Creator; E.. Gonzales 5izE A HARDIESOFFIT CEMSOFFITPANEL INSTALLATION DETAILS ETALSTLJU CONSTRUCTION James Handle, Building Product',, Inc, 1090,11 Elm Avenue Fontana, CA 92337 1/21, z 11431, MIX) NO is Eiv Dofe:412,V2013 1? Cladding m r Framing 33.Ur?in. B lding Cod with ti e Floracla C \ gat ratsrrfuald3ra cs e 1 , AINA far s 'ion0 /011202 db, ` 54 j s y`•"7. q u'" P S9 rrti- eg !'readat@ ot irai /j{ i7 1 t' Iv l1dG R`'''" esrx,+a9es9 tr a NOMINAL 20 GAG »E'3-5/8" X 1-5/8" STE" -EL STUDS 16" O,C, FASTENED WITH 5/8" WAFER HEAD SCPEiVV5 (2 PER TOP FOP METAL AND WOOD STUDS, PROVISIONS F=OR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NC - PART OF THIS APPROVAL (MUST PROVIDI- ALTERNATE Pr OVISIONS FORTH E5E LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED 5Y THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE NITH THE FLORIDA BUILDING CODE CLADDIN _ HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD i 157A..LAT1i%! C7FTA1L5 METALSTUDCONSTRUCTIONDIALEPxI-1/4 ' Lc Nc C0Rr-OSiON RESISTANT RIBBED BUGLE Hi:A.D SCRF-:WS (SCREW SHALL NAVE AT LEAST 3; , FULL THREADS Ei ETPAJING THE METAL FFIAMING), P AGE Jame Hardie Buiiding ProciXts, ,r C SORDAIS 6" O,C, AT PANEL EDGES AND [NITERMEliJATE, 109fl9 Sim Avenue STUDS a Fong ana, CA 92337 1,-: R3one 909 3,- 33 00h nioFax ` 0, ? 1 63 A PNL PLK-SOFF1 Gonzaiesd' DaA 24t2.013 ' zr 3 PROJECT RIO-2689-1 7 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337, TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6. ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7+-1 D. THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. RONALD I. OGAWA & ASSOCIATES. INC. 16835 AL GONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONA " D L C)GsWA ASSOCIATES INC 16835 ALSON QUIN STREET #4d3 HUNTINGTON BEACH CA 92649 T-j 714-292-2130' — (Ff 714-847-4595 PROJECT R10-2689-17 JAMES HARDIE BUILDING PPODUCTS, INC. 1-888-542--,343 infoogjamesharthe.corn EVALUATION SUBJECT Hardielvanele Siding James Hardie Product Trade. Names covered in this evaluation: Sid;n( ,; ceripanalIt, Siding, Prevai— Pane; Siam, EVALUATION SCOPE: ASCE 7-1 L 2017 Florida Building Code 20rI5International Building Code 2015 International Residential Code EVALUATION PURPOSE: Tto: s analys!s is to rjennnn!ne the maximum design 3-seconu gust wric speed to be resisted by an. assembly of Harldet'anel (Cempariel, Prevail Paneth siding fathered Is wood runnings or ebrifer wood of meta! !-amine with nails or screws, REFERENCE REPORTS: 1, irterw Report -02024363000-001A, Transverse lose test or. HarciePanez' TEST RESULTS: Table Ia. Results of Transverse Load Testing FrameI,, Fastener Ultimate Allowable Test Thickness witir, q ' ISicing Fastener Type upse"I Load noe,gin Load Report NumberAgency (I-..) Franke Type. fin (if)) and Dimensions PSF) Failure Mode 2X, 4 wood stud, 3/4" thick by No. 8 X 1.25" long X O 323'HD Intforlek 0.3125 48 3. b" wide SPF tarring F ribbed bugle head scews 1 30,7 -536 pull through /fracture 2X/ wood slob 3/4' thick by No. 8 X 1,25 lend X0222!' HD InterIEK 0 2 125 48 16 8 13 -438 pull through b' wileSPFfurringn1odedbugleheadc- news 2X4 woo,, Stud, 314L'tmck by No. 8 X I 25' lend X 0 32A'Hl I 020C/ 363C'00-0, 11, Irr,,tel< 5. 3125 48 3.5' wide SRc tum'g 1 12 abuse bucie head screws 1051 -354 pull througri 2 2 2x4,woo-- sb C' 3'a' trick by 4363 COQIA0,31125 48 5" we SPF lump 0 0911 Shank X 0 216'Hr x 1.n' 16 6long nrg shank rail-147-1 4-12 pull trrough (fracture 2X4 wooo. stue 3ol- 1n:ck by N r , 8 X I . 25 Ion g 113 Ni, 1 2 D', 4 3 6 3 C L) , -0 0 1A Iinte,tek, 0,312, 4 was Si1F fum-, 24 8 ribbed ougle head sc,el" tt' 7 -27 6 pull through ftradure 1. Afl fastu r,ers were installed on furring without penetration intc the danlin',; nnemoec, 2 Allowalot, load is determined from ultimate load divided by a fal-ec of safety 0`3, ardlislariel Siding complies with AS7M Cl 18C stteoaai. Spect%acor for Grace fi, Type A Non-assestas Filter-Georen! Fiat SI)eets Table W Analysis of Allowable Load for #6 Screw at 10" O-C- I A 8 Sore, CIshion Fastener Spa in im,) B 12 1 C, Frame spa dn If,,) 16 15 5 arinme, "nita'N' area b"') 0,89 3. a9 -' -` 4- 131- 4 1 f.a Akov,ablet loaoiDaf)I 4 8 o, 4 3,9.a a - (pal r,j,,aad fastener load fib- 'd he fastener load fur d"! screw at10, 0,C was calculated as the average C the test to, for SL and 12" G.G. 7" allowable load for #8 at the spacing or 10" 0 C into fumoq car be caiculatec by interpolating the results or same tynome at F' one 12" since both tests had same failure mode of zodene, o,il; th.ouJh ,rom the panels. As shown in the table the allowable load for#8 screws installed at 10" O.C. to wood toning is 38.8 psi. Justification of Using the Result., on Light Gauge Steel Framing In the subject configurations, all fasteners were attached I. fidmog only, sc whether tne furri.g's ifnached to wood or steel framing does not affect kon,or' transverse load capacity, 11's the project engineer's responsibility to ensure the furring attachment and training mernebors to have., sufficient load capacities, kit Ilk Ilk w- tv Z 51 Fy kd zi I ' G v',""k e'ro, it RONAI -D L 0GAVVA ASSOCIATES, INC i 6835 ALGONOUIN STREET #44-' Hi-INTING7 ON BEACH, CA 92649 T) 114-292-2602: (F) 714-847-4595 PROJECT: RIG-2689-17 uAMES HARDIE BUILDING PRODUCTS INC. 1-888-542-7343 into@ijarnershardie.corn DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity torrid load capacity) is determined via compliance testing to transverse load national test standards. On the transverse load testing on allowable desgr; load is aetannined based on a factor of safety of 3 applied to the ultimate test load Equation 1, ASCE 7-10 equator, 30 3-1t q, velocity pressure w height z Kz velocity pressure exposihe coeffic-n3 evaluated at height z Ka typographic factor Equation 2, K, wind directionality factor V basic win' speed ia-second gust MPH) as determines from, 2015 IBC Figures 1609 3f') (2„ or (3) ASCE 7-11", Figures 26-5.1A, 6, or C V=V, (red 2015 113C Section 1602.1 dehorhoody3 V„, , ultimate design, win,- spends (3-second gust MPH) determined Train 2015 IBC Figures 16093(1), (2), or (3), ASCE 7-10 Figures 26,5-1A, B, or C Equation 3. p=c6'(GC,-GC,,7 sel ASCE 7-10 equation 30 6- 1,1 GC, grodod, or externa; pressure Coefficient and gust -effect facts, GC, product W rre,74 pressure ocefficient and gusi-effec', factor p design pressure (PSFi to,, siding (allcwasdn desgn load for siding) To determine design pressure, substitute or She Equation 3, Equation 4, Allowable Stress Design ASCE 7-10 Section 2 4' 1, Ned combmano, 7 Equation 5, y.6F, , I-1,CV, fref ASCE TIC section 2.4. 1, Oarl combleaboo 711 D send load W wind luau To determine the Allowable Snest, Desrlm Pressure ache the road factor for W(void) from Equation 4 to p (design pressure) determines from donation 4 Equation 6, d_ = 0'6*j9'; Equation 7, ;r_ = D Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultirmate, bash; wind speed for Handle Siding in Table 6 Solve t-oUafjo, .7 fur V_ Equation 8, V,r = (p_10 S*C.0-256*K,,*K,*K,,,*(GC,-GC,,))'5 App';'.:atse to methods specified,, Ercpbdns I through 3 o! 2015 S3-- gadder, 1603. 1 ',,, to determine the ationabal nomma; design lood speod (Vasch for Hardie Siding in Table 6 apply the cariversion formula behow. Equation 9, V" v" - (D 6)", het 2015 IBC Section 1609,3 1) V_ . Nominal design wind speed I3-second cost urprrh 'ref 2015 ti Second 1602.1) RONALD I. 0GAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET#44S HUN I INGTON BEACH, CA 92649 IT) 714-292-2603, (Fi 714-84 i -4595 PRCJECT RIG-26I39-17 Table 2, Coefficients and Constants used in Determining V and p, DAMES HARDIF BUILDING PRODUCTS. INC. 1-588-542-7343 info@')ameshardic.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, ables Z 4, and 5 are base on ASCE 7-10 and consistent with the 2C1 5 113 2C' 5 IRC RONALD 1, OGAVVA, ASSOCIATES. INC, 16635 A! - GONQUIN STREET A443 HUNTINGTON BEACH, CA 92649 714-292-26-02: (F) 714-847-4 595 PROJECT: RIO-2689-17 jAMES HARDIE 13JILDING PRODUCTS. INC Table 6, Allowable Wind Speed (mph) for HandiePaniel Siding (Analytical Method in ASCE 7,10 Chapter 30 C&C Part I and Part 3)' th - onSpacingStudPII F-- P-O'ne' r Fame Type SO Q ,gI1`2,'Iness Wd Fastener InO I (in.) ype 0n) NO. 8", 252X4 wood or long 6, 0 C 20ga, steel HandlepaneM 5116 X 0 323' firanng 3!4' 16 HD ribbed fr1mrithick by 3,5' g anglehead only wide wood screws fumn g i 7a NO 8 X 2X4 W., 1,25' io,g _;. rloe" 1 X O 323' uno arnma, 31" Hard , (I iePansig 5/16 HD ribbed furring3 bugle head only woe wood sci-etOr turning — 1 Na.8 X 2X4 wood Or t25'iarc K ,, llsll HardlePanelt 5/ 16 1 48 X 0.323' 1 'a frami ng, AIDribbed thick by 3.61 g bugle heac only "' e 'ahn screws furring s No, a X 2X4 wood Or 1.25 long 12" Q,C 20 go steel Hard'etnaneno 5, 116 4 8 X 01.323' into saming, 3/4, 16 HD ribbed turnna thick by 3 5' bugle head only - de ood Screws lumno 257 oc -27(, 771iowanie, TB -7 20151BC 20171RCJitimale Allowable Nominal Design Vend Speed Design Olds, Speed, V. V."' M,- Se nd dust mph? 3-second Oust mphl APPI—bO to rn.tk.ds specified in 1201, 6 1 BC, Apjbli.ble to methods 2017 FBC] Sectj- sp—filed.?n Exsepbons 1 1609, 1A as oel--d by flhn,ug, 2 of 12015 IBC, 1201s IBC 2017 FBCI 2017 FBC] S-Ir- 2), "1 1609. 3) Cnefficwns used to Table Vvino exposure caterniry Wine exposure category uild E'u din, Die 7He,,1 6CDDamonLoadft.) Exp C, Esp C Ep D l -75 99 149 7,77 73 753—c7-77777 7oa 20 93 0 5 141 R 53,6 0,70 0.90, 1,08 25 193 L7 166 1_ 2_ 149 129 118 58.6 0.70 11-qA 1 12 3" qg 163 1522 1,c log 176— 7— 16— 070 E98 6 1 1 ) 35150148 146 124 114 536 G.73 i,Qr 1 1, Irr40 185 158 146 143 122 113 53,6 C-76 1 q41rl 172 1 5C 14C-, ja3 116 108 S3,6 C,88 do 79 I 5A 14,3 139 12C 7 11 13 e c9 127 55 177 153 142 137 119 110 60 175 152 141 135 117 Ing 53 6 IL13 1,31 lK 145 128 120 q9 93 53,6 99 77 74 A I y5 2 ill 43.8 70 0, B5 0,1 20 it 'I L41 140 135 119 109 4a.8 0,704.90 08 2-, 174 150 i 38 1 a"r i 16 07 1.12 147 135 la5 1 114 105 43 s 0 70 1 16 35 7 4 5 1,34 2 1)2 I D3 4-,,8 0 73 I'Di I "I 40 6 167 jl 14,3 32 1:2 g li 102 71'11' 221 C 141 7 — 127 27 ID9 Im11, jE 53 162 2' 77 --T C'6 1 1.27 55 I bo 3 6 12& 12 7 -4 10760 15& 12- 1 122 1-16 99 1 n3.8 0. Bb Igo 1116 1ol go 111'8 0.99 1,26 1.41 16 164 1 149 1 -1-1 127 115 105 38.8 C"C 164 145 132 127 1 12 102 3b,8 215 0,70 0. 90 1.23 1M 25 164 127 110 100 38,8 C-70 6,94 12 7 30 164 139T--,c 7 35 36 26 124 1 '0 1 t9738's C.7 3 1.01 134 i24 122 104 96 36.8 0,76 1,04 45 155 133 12TT I.F- 5-T 3-8 s 0.7T 107 1.25 1 5C I E 2 1 -117 2 116 2 94 ob,S Orr t09 1.21 1 55 151 1i33c, 12', 117 1119 4— 88 3, 8" 1 8" 1 60 149 129 120 1115 100 93 T— 1 x 123 1EoE7 77- 388 7- 35-4 T cg o 1-42 79121 o707T771 157 138 126 121 107 98 35A 0,70 0.90 108 2 u- 3 73, i 124 121 10596, r, 4 10 W 12 3 C I32 122 121 03 q4 i},70 191 1616 K, 1S2 I 3C 120 119 101, 93 m25—4 35.4 0, 73 1, 0! 1.19 1501 128 119 00 92 C 76 tl,04 1,22 40 45 148 127 1117115 98 91 35 4 0.79 1,07 1.25 50 146 5 125 F 113 97 9-! 73,1; 4 0,81 1,09 1.27 55 144 1 E2'4 11115 i " iqC T 89 0 V 11" 1129 60 1 142 123 114 110 95 1 89 31-A 085 1 91 9 0-1.1tion-, for ME ME S E A y FLO F s 10 PONALD 1, 0GAWt, ASSOCIATES, INC. l 683E ALGONQUIN STREET #443 HUNTING] ON BEACH CA 92649 714-292-2602: (F) 714-847-4595 PROJECT: RI&2689-17 Allowable, Jilimale Allowable, loommal Desigr Wind Speed Design Wine, Speed V us Vag 3-second mud mph? 3,secood gust mpno Applicable to methods specified in 12511 IBC. Applicable I. atoto.l, 2017 FB: Seek— sPxotsac,,, Ex Pbe,s 1 1619,l through 3.f[20n lBC, 12015 18C, 2017 FBC] 201' , FBC] Sect — Figures 1609 3(1), it?;_ ., 1609 iA jAMS HARDIE BUILDING PRODUCTS. INC, 1- 888-542-7343 mfoCalacreshardie. conn Goff. ends d in Table 6 W, id exposure category mnd ex"osure category S,dr,g Wol" Mum I W01" Fast Fastener Slue Be'Idmg Allowable Thi K,ess Sparing Frame Type Scatong 'je-nl` 6 D B C D—gr, d. ..a n') In Tyepne"' 0 n oro (ft') P-f PL Explxpj K, 0,, ' S 114 7TTI 0= 7 97 Slit 27 6 4,70 785 1 03 1,s60 1 0.85 3; 1 107 94 i 06 z 117 02 2 7U D,70 C, 4 1 12 1192plo 6 X 2X4 wood or 30 138 17 27,5 0 7(; 0,98 1 1 1 q-11 1. 26 long 8" C C 20 go steel X D.323" irate framing, 314" 35 oi 1 1 0 89 27 6 O 73 1,01 1 19 1 Is 8q HartjIe. PaneM 5!16 48 10 mooed furring tinck in 3,6' 24 e, 133 1 8' 8 2716 1 76 1 d4 1 _2 1 0.85 bugle head only vole wood 49 lai E2 1","' 87 27e 079 107 1,2 1 0, iI screws furring 5 129 11 Do 86 2 6 h, 50 OgQ" 2114 -.ad 31 an shank?: X 20 ge. steel 1 , fran-mg 3/4' Hard,epartt,11,15/16 or x 1.5" {Dray furring ic tn- s 5' D - nnn shankonly wide'00o nail bring ' 7 e 1, F- 19 .4.0ior-ti. Mruct—linan,r,ijmembers —ha—ty,, f—tig.dithshall be I—pnao bya,i -p—r. 2 roof height e,,f-P of a lbqMShall be used fur roof angle plass than orequal ro 10`(2-12roof olc,pv) 1s,rale 1—go -,,d ,pe. d 4 V— r—raw or"g" wind speed Linear of WOd,rtg height (, 60 fh and wind speed is be,avtscl. 6 Wed ,p,,,.d design assxr niA,— par Analytic.! Method in ASE 7-10 Ch.Poo., 30 C;&C Pail ' one Part?: K -1, K,=0 85, GC,=-1.4 (hsBD} B (h,U), CC,-0,18 7 Word f,,',all b, ores—t— Ii—leC per AVVoA, B. N Weed azronq shallbe Sp_f, saxWy of CA2 or greal, per AFPAINDS ., —c 1-1-1 c—ef —if—;np to -10C PSl ar DOC S-2 or AP,, PRR-1 08, LIMITATIONS OF USE: I) In High Velocity Hurricane Zones (HVHZ) install her Miami -Dade County Florida, N(DA 17-0406,06 PROJECT RIO-2686-1 7 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JADES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. RONALD I. OGAWA & ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX FfJ a ROW,LD 1 0GA`r`VA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH., CA. 92649 714-292-2602 714-847-4595 FAX PROJECT RID-2686-17 JAMES HARDIE BUILDING PRODUCTS. INC, 1-888-542-7343 mfio@jameshafdie,corn EVALUATION SUBJECT HardiePanel@ Siding James Hardie Product Trade Names covered in this evaluation: Hardotf`arleW Siding "'emparrelS, Siding, Prevail'- Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida building Code 2015 International Building Chong EVALUATION PURPOSE This analysis is to determine the maximum design o,,econd post wind speed to be resisted by an assembly of HardiePanel (Cemparrel, Prevail Panel} aiding fastened to wood or metal framing with nail, or screws. REFERENCE REPORTS: 1, Inbrilek Report 3067913 (ASTN1. Cl 186) Material properties HardiePanel Siding 2. RamkeQh Laboratories Report ]C-1270194 (ASTM E330) Transverse Load Test, 5116" 1 hick by 48 inch Woe HaldrePaned Siding installed on 2X4 Hen -Fit wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Parolech Laboratories Report IC-1 271-94 (ASTV, E330) Transverse Land Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir while studs spaced at 24 inches on center mm a 6d common calvaruled Pall 4. Rarritech Laboratories, Inc Report 11)868-97/147-,) iASTV, E330) Transverse tcad Test 5i96' Thick by 48 inch wide Haidmicared! Siding installed on 2X4 Group III SS=0.36 wood rinds spaced at 16 inches on center wain a 4d, 0.091 inch, shank by O.225 inch head diameter by 1.5 inch lone ring shank reA 5. Rarrosich Laboratories, Reporl IC -I 054-89 (ASTM E330) Transverse Load Test• 141" Thick by 48 inch sage I lardrePanel Siding installed on 20gauge Metal studs spaced of 16 inches on center with a No 6 X I in, long X 0.323 in head diameter ribbed bugle head screw 6. Rarntech Laboratories, Report iC-1055-89 (ASTM 7330) Transverse Load Tern, 114" Thick by 48 inch ease HardiePanel Siding installed on 20gauge Metal starts spaced at 24 inches on center ead) a No 8 X I in. long X 0.323 in head diameter ribbed bugle head screw 7. Rarnech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal starts spaced a! I C, and 24 inches or dental with a ET &c 0,100 in. phoned shank X 1,5 in. long X Q25 in, head diameter pin fastener 8, Ramlech Laboratories Report IC-1 273-94 (ASTM E712) Rocking Shear Test. 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr Wood onoS spaced at 16 inches on center wrath a 6d common galvanized nail 9, Ramtecr) ',-aboradones Report IC- 1274-94 (ASTM E721 Hacking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 66 common galvanized nail 10. Ramiech Laboratories, Inc, Report 10868-97,11475 (ASTlyt, E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SF=0.36 woad studs spaced re I C, inches on cernerwith a 4d, 0.091 tredh shank by 0.225 inch bead diameter by 1.5 inch long ring shank nail 11. Rannech Laboratories Roper', tC-1057-89 (ASTIV, E72) Racking Shear Test, 5/16' Thick by 48 inch va.de Hardie Pane' Siding installed or. 2X4 Hem -Fir wood studs chased at 16 and 24 inches on center with a No 8 X I in, long X 0.323 In head diameter ribbed bugle head screw 12, Ramlech Laboratories Report 11284-99/1580 (ASTM E72) Packing Shea, Test 5116" Thick by 48 inch wind HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced sc 16 and 24 inches or, center with a ET&F 0,100 in. knurled shank X I E in long X 0.25 in, head diameter Pin fastener RONALD 1. C)GAVVA ASS031A-, ES INC, 16835 A - GONQUIN STREET #443 HUNTING70N BEACH, CA 92649 714-292-2602 714-847-4595 7AX PROJECT: RIO-2686-17 jAMES HARDIE BUI-DING PRODUCTS. INC. 1-888-542-7343 into@jamesharcre.com TEST RESULTS: Table I a, Results of Transverse Load Testing Jlowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Number Test Agency in.) drij Frame Type in.) Supports Supports Fastener Type PSF) PSF'l T(5: q -4 Ramtech 00'111 1 48 2X4 wood Hem -Fir 16 6 6d common 149 49,T- 70-94 Ramtech&3125d 48 2X4 wood Hem -Fir 16 1 4 6 4 1 6d common 236 78,7- Ti -g4 mus,-furRamtechO31253", 48 2X4 wood Herr) 24 1 C 6 6d common 94 71-94 Ramtech 10.3125 48 2X4 w7od -Hem-Fir 4 4 6d common 143 477 4d 0 091 in shank X 0 225 to 10868-97/1475 Ramtech 0,3i25 48 2X4 wood, SG z 0.313 16 4 8 I . . 90 30.G HD X 1.5 in, long ring shank nail Min, No 20 gongs X 3,625 in, X Min. No 8 X 1 in. long X 0,323 in IC-1054-89 Ramtech 0.25 48 1,375 in Metal Stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw kAin. No, 20 gauge X 3.625 in. X Min, No 8 X 1 in. long X 0.323 in 111-1055-139 Ramtech 0-25 48 1,175 in metal stud 24 1 6 6 head diameter robed bugle 91.9 30.15 head screw Nbri. No. 20 gauge X 3.625 in. Xt ET &F 0.100 tn. knut led shank X 11149-98,11554d Ramtech 0.3125 48 1375 m metal stud 16 4 8 11.5 in. tong, X 0.25 in. head 170 56.7 diameter pin fastener M, u."oe x in X Min, No, 20 gauge X 3,625 in. X E7 & F 0.100 in. knurled shank X d11111,n knurled Shan" X 11 1,49-98,11554d Ramtech 0.312E 48 17E in met 1.stud 24 8 1.5 in. long X 0.25 in. head o "' 'a" X b 2' in head 101 33.7 diameter pin fastener Metm, of, 'no, 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3, 2. Hardielranei Siding complies with ASTM C 1186, Standard Spec,,hcation for Grade U, Type A Nor-asoestos Fiber-Cemanf Flat Sheets_ Table I b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls " 2 Report Number 10- 1273-94 C- 1273-94 IC- 1274-94 Test Agency Ramtech RamteRamtech0 Ramtech Thickness Width 5. 3125 48 3125 4B 0. 312E Frarne Type 2X4 wood Hem -Fir 2Xd wood Hem -Fir 2X4 wood Hem -Fir Frame pacing dri.) 16 16 24 Perimeter Supports 6 4 51 Field Load" Load, Uillruse ovvaros SupportsIFastenerType (00 (pin 6 f 6d cornmon 603.8 201-3 6c 698.8 232.9 5d common 460.0 61533 IC- 1274-94 Ramtech 0.3125 i 48 2X4 wood Hem -Fir 24 4 4 6d common 6375 212.5 10668- 97/1475 Ramtech O.3125 48 2X4 wood, SG ? Q36 16 4 8 4d, 0,091 in. shank X 0225 irr, 595A 198,5 HD X 1.5 in. long Prig shank no i Min, No, 20 gauge X 3.625 in. X Min. No 8 X I in. long X 0.323 in IC- 1057-89 Ramtech U,41 4o 1.? 75 in metal stud 16 & 24 6 6 head diameter ribbed bugle 990.0 123.8-1 headscrewMin, No. 20 gauge X 3.625 in. X ET& F 0. 100 in, knurled shank X i 11284- 99/1580 Ramtech 0-3125 48 1.375 in Metal stud Ic 4 8 1 1 5 in. long X 0.25 in, head 1227.0 153,4 i I diameter pin fastener ET&F 0. prided artl X 100 in. pted shank11284-9911580 Ramtech L3125 48 Min, No. 20 gauge X 3.625 in. X 24 4 8 1,5 tn. long X 0.25 in. head 1 1.. 2 1,375 in metal stud diameterpin fastener 1. All board edges shall be supported by framing_ Paned; shall be, applied with the long dimension either parallel or perpendicular to studs, it f 2, The maximum height -le -length ratio for construction in this Table is 2:1. too 0 , 0 G A 3, in the steel framed assemblies the allowableloadisbasedontheaverageloadat1/8 inch net deflection, ST" F 4 7 v OR It NA lit I RONALD, 1. OGAkNA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNT INGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2686-17 JAMES HpRDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoodjarneshardie,corn DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determines via compliance testing to transverse load national test standards. Via the transverse, load feeling an allowable design load e determined based on a factor of safety if 3 applied to, the ultimate test Joao. Since the allowable design Joao is based on factor of safety of 3, allowable design loads or, fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should he used with combination loading equations for Moveable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the testes allowable design loads for Tiber -cement siding are aligned wrVh the wind speed requirements in ASCE 7- IC Figure 26.5-11A, Figure 26,!r-1B, and Figure 26.5-IC. For this analysis to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2.4 comb,,mrig nomrna.! loads using allowable stress design, load comirinzhion 7. Load combination 7 uses a load factor of 0,6 applied to the wind velocity pressure. Equation 1, q,=0.00256*K,*K,,*K,"V2 fret AMIE 7-IG equation 303-1,' q, velocity pressure at height 7 K, velocity pressure exposure coefficient evaluated at height z K, topographic factor K, wind directionality factor V basic vend speed X-sucond gust MPH; as determined from [20,15 IBC, 2017 FBCI Figures 1609.3(1), (2;, or (3), ASCE 7-10 Figures 26,5- 1 A, B, or C Equation 2, V-V,, ref 2015 IBC & 2017 F31 &Hctjc-, dehninans! Vie , ultimate, design wind speeds (3 second gust MPH) determsiet1from 12015 IBC, 2D17 FBC; Figures 1609.3(l), (2), or (3); ASCE 7-10 Figures 26-1,1A, B, or C Equation 3, rel ASCE 7- ed-aitor, 306- 11) GC, product of external pressure coefficient and gust-effiect factor GCi, Product of internal pressure coefficient and gust -effect factor p design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure substitute C, into Equation Equation 4, p=0.00256*K,-Kt*K,*V„"2,(GC,-GC,,,) Aflo. adie Stress Design, ASCE 7-10 Sechor, 2.4. mad CoMomaeo, 7 Equation 5, 0'6D -f 0.6w re." ASC; 7-1 , 0 sechor 2.4. 1, load combinatfos, 7) D dead load VY vand load c deteriv,re, theiihow,,fde Stress Design Pressure, apply ;tie load facto to 01 (wiric) from Equation 4 c, (design pressure,! determined from equation 4 Equation 6, Jp_ = 0.6*jpj Equation 7, p_ = C).6'[0.00256'K.-K,'K,'V,a2'(GC,-GC,) Equation 7,s used to Populare solve 3, 4, and 55 To determine the allowable Waniatir basic rood speed forHardie Siding in, Table 6. solve Equation 7 her V., Equation 8, V'0' Apoy,catee to methods, specified in Exceptions I through 3 o[2015- IBC 2047 FBC) Section 1609. 1. 7 to determine the allowable morainal design wind speed (Vasd) for Hivoie, Siding in Table 6 apply V-,fi conversion fonnu;a below, Equation 9, V_' = V"' - aislos (,ref 2015 13C & 20f-, FBC Sei don 1609 3 1) V,,,, ,Nominal design wind speed (3-second oust milh) ref 2015 d3C & 2017 FBC Section 1 0 GA Table 2, Coefficients and Constant"mod in Determining V and p, v'V NO, STAT F T 0R\ 4: s RONALD 1. OGA*% ASSOCiA TIES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT RID-2686-17 JAMES HARDIE BUILDING PRODUCTS INC, 1-688-542-7343 infidgiarnesnarche.corr Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 6, Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Table 5, Allowable Stress Design - Component and Cladding (C&G) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Tables 3, 4 and 5 are based on ASCE 7- 10 and consrstent wth the 20,15 [PC, 2015 IRC and the 2017, FlondB Builcmq Code RONALD 1. OGA)AA ASSOCIATES. INC 16835 A,, GONQUIN STREE7 tt443 HJN, INGTON BEACH CA 92649 714-292-2602 714-847-4595 FftX PROJECT R10-2686-17 JAMES HaRDIE BUILDING PRODUCTS, INC, 1-885-542-73 ,34,-5 A info@z,jxne&hardie.cam Table 6, Allowable Wind Speed (mph) for HardieParral Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3)7 20,15 /-';C, 2017 F8C 201, 5 15C, 2017 FBI Allowable, Ultimate Allowable, Nominal r, Design Wind. Speed, Design Wind, Speed, IZ 41,1 second gust mph) (3-second gust mph) 0 F, 4110Avaiczibistomkph.ds Applicanie to methods ...... specified in {2015 lec, sP' % 2017 FBC, S.,don 160, 1 . 1, as disom,iorbl by in' ..ph 3B of [20,15 IBC, 1,9.,es (2' 20171F C Sam- 1A Coefficients used in Table 6 calculations for V,,, Wind exposure, category Win exposure Category i'_d'NWind 7 D ' - = Product Allowade Product Thickness Wafth) Fast ner Fasten -77 0 D Dds,qn Stud TypeTye Spacing Type ( inches) geot) (PSFt Eke L Exp 1 D finches} "p-dir he Lead inches) . "i ginc 'T(, (inches) I T C I Exts L' K, K, GC, GC 2X4 Hard*PaneW 5,116 48 6d 6 it wood 6 common Hern-F 2X4 Ha,diePaneM 5116 41 5d 4 wood 16 common Hera -Fir 2X4 Hard,epanels, 5116 48 6d 6 wood 24 common Hem -Fir 2X4 Hardie.Panelu, 1 5116 48 I d wood 24 common Hem -Fir 4d, 0'091 in. shrink X Hahfiepanelkz' 5"16 4 0,22!3in- 4 edge 2X4 HE) x 1.5 8 field wood 16 in. long ring 64.36 shank nail hu 1.0s i 1 21' 1 0,85 1A 0.18 El !14 31" 6,83 1771- '1 -2i 1 085 1A 0118 69 116 103 go 31.3 0.85 _"_7 1s1 1 p.85 14 is 1 4s h,60 1 4235 I .,9 uf 2-15 182 165 150 1471 1 27a. 111 777 0.7 75 1 o3 77 1 75 77 20, f 182 160 146 141 124 113 Z, 7 07 0 -9, 1 OF, 07 C =l 12 1 (T85 1 4 8 2, 182 157 14A 141 121 ill -47 7 0TE, 77, o,,ift 30 82 154 1, 41 141 11 109 47,7 03 C, 98 1 1,16, 1 0'85 1.A 0,18 35 78M-T 15 121 7- t39 1_1 38P 17 08 477 0 73 1,01 1,lq g85 018 4 D 174 19, 135 116 107 7 076 I,Q,4 1,22 C' ad 0 '8 45 172 47 136 133 1 114 106 477 0,736 1 0&5 i 1,245 0a14 0.18 FIF, 169 14C 135 13 113 "1 1 m 7-1Z_ 081 Do ',2-7 FE 0 'a 55 11 144 134 72q 112 104 o, 8 1 2 0 LZ Q 188 60 165 1 143 133 12f, imi 47,7 0.85 i 1,13 r 8 100 117 21 114 Clo: Hi 9 '9 '44 1 866 668 1 r'r'o 1 orlid, 78 0,18 0- 1 144 3 1 119 112 1017:: 9292 K.o 0,7 i 0, 5 D m60 1 085 4 0,18 20 1 L4 71271_ 116 12 98 9 0, 17C;' 08 111 4 r- I B 144 1 124 114 2_ 112 96 301 C, 7 i 0-41 2 11 af i 4 0'1825 30 1444 12,- 7 72- 112 T4 1 87 3 0, ) 8 0,7-, 1 1 01 0 it 0 8F, 4 774 71-8 tUl s11,5 141 120 Ill 109 93 1 81 -311.0 46 45 138 136 118 11 7 107 105 92 q, 73E L 76 1,D4 1_22 0 7FS 1,065 .2 0 es 0.85 14 i A 18 a 1151 50 1 134 89 0 b" 55 2 I Cry 13IM 8989 2 T _0 7 7 _1 0.18 60 1 131 1 It 1 1. too 30,C r 21 4 'sC H85 F7_8 Eitt I RONALD I. OGAWA ASSOCn,"ES, INC, 16835 ALGDNQUIN STREET #443 K-INTINGTON BEACH, CA 92649 714-292-26C2 714-847-4595 FAX PROJECT RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 nfoQjanneshardie.com p VJPfth Fastener Fastenerl Frame in, Product Thickness I S P,,'' , o inches) hopes I Type I Spacing I Type (inches) HardiefoanalE, 1 114 IdardiePanel'S 1 1/4 rlard,ePanpl 1 5/16 Min, No 8 X I in. long X Min, No. C.323,n 20 ga. head 33 mil) X 48 diameter 6 3,625 in. 16 ribbed X 1,375 bugle head in metal stud screw' jMm, No 8 X I in. long X ran, No. O323 In 20 us, head 33 mil) X 48 diameter 6 3.625 in, 24 ribbed X 1.375 bugle bass In meta stud screw ET& F 0. 100 in. knurled Min. No. shank X 20 go, 1. 5 In. long 4 edge 33 mil) X 48X 0.25 in. 8 field 3.625 in, 16 head X 1.315 diameter in metal pin stud fastener- 2 HardmPanel%, 1 5/16 1 48 ET& F 0. 100 in. knurled shank X 1, 5 in. Iona X 0.25 in. head diameter pin fastener" Min. No. 20 ga, 4 edge 33 mil) lflak;' 3 8 flak;'e.625 in. X 1,375 in metal stud z 201518C 2017F5C 20' , 5 0 C, 20'7 F3C Allowable, uIbmale Allowable, Nominal Design Wind, Speed. Design Arind, Speed, V.", v-, ", 3- second gust rapid f3-second gust mph) APPI- Nd t,, ra,uhwi, Aiddo: ablo Ic,. nottrer,, speartma In { 2016 7, ISC, spcii - edrn Excepl,,u 201 FBC; sect- 1609'A.. s determined by 2,1171FB j Section Figure,, 16093( 1), 2) r 69 Coefficients rrsod, n Table V%Tind exposure category Wind exposure category Siding K, building Allows, ble 7 P iC D B C D D.o I I feet) Loadgn PS`) Exp 6 tExp C Exp I', i 7 —5 198 r 180 1 163 153 139 1 126 956 0,7 0,85 20 198 175 159 153 135 123 7 Cj &1 1 OP 198 25 171157 153 32 1 56 C 0 ','2 j 30 198 167 154 TE, 73-0 -T 1,,9 75E -x E b -," 35 194 165 152 150 128 1 118 1116 6 10, 1.19 40 190 162 1150 147 126 116 566 73 0, 76 1,04 22 1 45 187 161 14& 145 124 115 56,6 0,785 1 0635 1,245 D 50 184Is 147 14- 123 14 0,81 i 1 CIP 127 5S 1 7E- 2 1,1,7 146 141 122 113 556 0.83 60 180 156 145 139 121 S 6 6 C,85 11.13 131 30 i49 132 124 115 102 96 561e 0.99 1.26 143 I-146 132 1 120 113 102 9, 71C C 07 0 6 —I- 0a 20 146 i 28 t 1',7 113 99 i 91 09 i DE 25 146 126 115 113 9' 89 311,6 0 1-2 to 146 123 113 113 pS 8B 121 112 110 94 86 7 11 1.19 35— 40140 119 110 108 g3 85 30,61 Q76 1 45 8 106 91 3D,6 C--.7&ti LOGS t245 50 135 TI 1 105 go 0,5' 1 55 134 116 104 90 33 11 129 60 32 115 102 89 20" 311, 6 0,85 1'13 1--1 100 30, 6 0,99 126 1 4$ o-t 5 19 F —8,18K- 73-- 7777-377 i —2-, 5-57 0-7 -7,777-1 20198 175 160 153 135 1 124 56-1 7 i C9 -,OS 25 198 171 157 1,93 j 1,32 121 d - 0.94 5.12 30 198 167 154 153130 119 563 07 F1,11 t16 35194 166 152 150 128 its 771, Tot Tie 40 190 16- f 150 147 126 116 56.7 0,78 1.C4 "22 4 5 d , R 1-61, --T49 145 124 115 te) 7 SO 184 159 147 143 123 114 7 G.61 1,09 "27 55 182 I ill-, 146 ILI 122 113 56 C.63 29 LB,, 156 145 139 1 121 112 56,7 0,81, 100 149 13 1 24 IIS 1 102 96 557 0,99 1.26 1 4 i, 5 153 1 1,39 1 IR 11 81 r 98 33. 07 20 153 1 135 123 118 104 95 33,7 1 0,7 o's "08 25 153 132 121 118 I to 10210094Q 07 94 12 30 153 129 1, 119 11H 92 0.7 E98 1.1635 15o T-1-27ii7116999" 33.7 7 073 1,01 40 147 1 125 116 114 97 go 377 1.1L 0-,6 1,64 1 22 45 144 I 124 115 112 96 89 33 7 0 7K, lw,- 1,245 50 142 122 113 110 1 95 88 337 1 3 0" ii, cip 55140 121 113 109 9A 87 337 O,K3 1 11123 60 139 120 112 107 93 87 1 -33 7 0,8s I - i-00i-1 15, 89 i]L4-22 i calculations for 60 17-7 1. be' ewssnail Penetrate the metal framing at least three full threads, f 2. Knuried shank ' pris dhall penetrate the metal framing at eaS 1!4 inch. ttllo 3. Building height mean roof height (in firet,t of a building, except trial eave height shall be used for roof angle 0 less than or equal to 10' 2-1 2 roof slope) % lit IRI- 4. Vs = ultimate design wind speed It 5. V_ = nominal design vvind speed 6, Linew Interpolation of building height (d 60 fn and wind speed is permitted. k 7Wind speed design assumptions per Analytical Miethrad In ASCE 7-10 Chapter 30 C&C Parr I and Part 13 K,=1 K,=0,85 GC,=-! .4 (ro60), GC,=-! . (1h,60) LIMITATIONS OF USE: 1) Fastener Pulled', must be evaluated when installed a species of wood studs other than that which was tested, 2) In High Velocity FlUrro8re Zones (FIVHZ) install per Miami -Dade County Fenda. NOA 17-0406.06 ik 4< X 7 Florida Buildinz Code OnIll-le Pape I of 2 17 7=Z- IS Horne 40 Sltv 7opcs Sup S",na-ge Slail, s P.,ri;cat—S 1B_ SC:S Sile Ma-, -1-K-1 seaTcr, ProdUct Approval kjUSER'. -Ohz User I Applicat,eiri Detail FL_' 2 1 94 - R 6 m toad A,,iclicaticrl Type Revision Code Version 20,117 Application Status Approved Comments Archived Produo', Manufac-urer Aiurninim Coils, inc. Ablaress/Pnone/Eco,aii 500! Wes, Knox Street Tampa, FL 33634 813) 249-9743 9 nrre , - -coilsinc.coroCrao_, alurninu! Authorized Signature Gareth Rariman gramr-anrBalunninumcoilsinc.conn 7-rinical Representative ?au! 7"iss-, Add ress/Phone"Email 500], West Knox Street Tampa, ' ! - 336-,4 S!--) 249-97,42 Quality Assurance Representative Add ress/Phone,'Ernail Category Panel Walls Subcategory Soffits Compliance Method Evaluation Repc-t from a FIoi-ida neQrstered ,architect or a Licensed Florida Professional Engineer Evaluation Report - Harccopy Received Florida Engineer or Arcrih-ect Narne who developed Zacra,ti R. Priest 1 ..he Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction F11aer:a!s Technolocies, LLC Quah,,} Assurance Cor.t, act Expira' oon Rate 0 6;1 Validated By Locke Bowden i Validation Checklist - Hardcopy Received Certificate of incependence s -2f _-_s Referenced Standard and Year (of Standard) A_garldarq! AAMA Equivalence of Product Standards ce_,Ae,i By Sections from the Code Year t 009 litt,ps: xv-ww. fl on dab. uil dirla. or a pr pr_app_ dil. asp x '?pw, am= \vGE VX Q -xvtD (juk—'4A-U C',O''IT_ IT'2018 Florida 3uildino Cade Onflne Page 2 of Product ,a.ppraval Mennd Method 1 Option D Date SuDmit-e 09/` 5/2017 Date Validated 09/ ;, 207 Pate Per BC 4pproval )9/13/ 2 C' Gate Approved 12, 12/2017 Date Revised 12/151/2017 RVITIREIRSOMM FL r Model, Number or Name 72'w941 umunurn Coils A:urninurn Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVMZ: Yes Impact Resistant: N/A Design pressure: f80/-90 Other: See Evaluation Report for ;inrits of use. Description r`+jminum soffit panels Installation Instructions i1 C 4 r, fl - -^rtu.,.,... 7 Uu 3 r 7T v'eri`ied By: Zachary R. Priest Pc 4021 Created by Independent Third party: Yes Evaluation Reports Er r Created by ndependent Third Party: Yes. c e (rveR€ 4r - The SZate Of Ficrida is ar .,h: e.... eri„ per. _„nv.:>.it !.vma.U`1' S c._ ._x..fuL d._;F:._";mot Urge - `-'—dla a e,w, oao esses are -ecc 'S' " vcu d. o" want vou, e-ma9 ad&ess re;eased'n espanse ;c a oubl ec. ,,dc : „ses., Go rot send C'tasr ._ _' . elt=I insoea, iO'ttcL; the cl b, alone o . u`U'-0 , Of'u- inaiL . vcu nave a q Qoact ons -,lease coon. , 85J.4€ .v. Pu—ai t tC ew_;G_ v=te _ 12.Ice sees'.e sac.nlrer .,usip'o .<. -cen.e ue.=enti.. am reaau,re .ss ;? tf? ey have one_ i„ .; e.i ;d} ve used T0= ur cai _Q[t' J ai,GP " i e `-iCe aeE HOwe've' e^±di{ aOC.-.eSSeS are pus .Eva'-'G vu den , h 4'I t Supply a pers'—a' acid 'e_S Please P'o"oe Che Depa rtfTte t -th 8, email ada-r SS e,h,n! Cast Ge l-oade. available, to the pobllc To deter Tifle if you are a fifer See ll tt Q, Chapter 455, F.S,, pilaw Click ijsje . product Approval Accepts: J c:" Car Safe h tp : z- tlorida't midi .or<r pr t r_app_dt1..aspx parain2 NvGE VX QwtDclu1 -4 -kt Cl- 2 1 '2 1 S CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC, 5001 West Knox Street Tampa, Fl- 33634 813)249-9743 w\A,\N/ alummUl-ncoilsinc com Tampa, FL Certificate of Authorization No. 129824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BuILDING CODE 6 TH EDITION (2017) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5,1, 1709,10 Wind Resistance Issued September 1, 2017 Entitv Report No, Standard YearStandard Certified Testing Laboratories (TST 1577) CTLA 84_,VJ AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies JST5878) ACIX-003-102-01 AAMA 14112 2009 PRI Construction Materials Technologies (TST5878) Ar—'!X-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609, 3 Soffits shall be labeled in accordance with FBC Section 1709. 10. 4, Installation of the evaluated products shall comply with this repoft, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5, Installations shall meet the minimum ventilation requirements of FBC section 1203,2+ 6, Field fastener withdrawal may be required by the AHJ for confirmation Or existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC', 5001, 3 FL1,21,94-R6 - Pace 1 of 3 report Thisevaluationrepoisprovided for State of Florida product approval under Rule 61G20-3. The manufacturer snail notify CREEK Te chnical echnical Services, LLC of anv product changes or quality assurance changes throughout the duration for which this report is valid. T h8s evaluation report does not express nor imply warranry installation, recommender.' use, or other product attributes that are not specifically addressed herein. 0~' u|mum COILS, !NC Soffits TEC*m|cxL SER`xcEs.LLC PRODUCT DESCRIPTIONS z/O" F~Chamne! P-efonned nominal O.D18-inohthick, 3105 H-14m|uminum F-channel. Sea Appendix Dhz/ d|msnaiondewinga. 3/8"J~Channw| Prelonnod nominal O.01O-inchthick, 3105H'14a|uminum J-&,mnmel. See Appendix Dfor dimension drawings. Fascia Prelonned nomina|O,O1S-inohthick` 3105 H'14 aluminum fascia, See Appendix Dfor dimension drawings. 16^Q4Soffit Preformed nominal O.O135-indhUhidk. 3105 H-14 aluminum soffit panels provided in 15- inoh sections. The reported net free ventilation onaen are 223 in^/|in.ftfor the 'full vent' configuration and 11 1 in^/|}n.hand for the 'center vent' configuration. See Appendix D for dimension drawings. 12"T4Soffit Preformed nominal 0,0135'nchthidk. 8105 H-14 aluminum soffit panels provided in 12- inchsectiono. The reported net free ventilation areas are 12.5 in^0in.ftfor the 'full vent' oonfiiQuration and 4. 2 in^/|in.ft for the 'center vent' configuration, Dee Appendix D for dimens|ondrawings ALo! 5031 n pu21e4-e6 Pace zo' 3 T his evaluation repor, is Drovideuto,, Stare of Florida ProdmctmPp, oval under Rule e1:320a.The manufacturer shall notifyCnsEK Technica! Services, L'--- of any Droduct onanges or quality assurance changes throughOUt "he duration for wnich this report is valid. This evaluation report does not express nor imply warranty, installation. reonmmeoueu use. or mho, product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES. LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"_' Edr`ion (2017) as evidenced in the referenced documents submitted by the named manufacturer, 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E, Florida Registration No, 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire. a financial interest in any other entity involve', in the approval process of the product, 1APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C —Design Wind Loads(4 pages) 4) APPENDIX D— Dimension Drawings (4 pages) Al- 015001 3 F1_1,2194-P6 Pose 3 of 3 T Ihis evaluation report DoFtis provide,,, for, Stale of Ronda product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor irriply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ajCREEKTECHNICALEF?VICES, L.,L.0 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below. 1. Maximurn Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to 1yoITATIONs and sections of this evaluation when using the table(s) below. 3. Refer to iiZTaurrATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maxinarrrn allowable attachment spacing for the rated system. 5. unless otherwise specified, the Wood substrate shall be rninimurn No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment small be designed by others in accordance with FBC requirements to meet the mirlirnunn design regtwernents for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to RSTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" 14 Soffit — 12-inch o.c. Fastener Fastener Location tocation b. 12' 1-4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 soffit — 16-inch o.c. Fastener Fastener t ocatir>n Location Al_ C15001.3 FL12194-R6 Page 1 of & Phis evaluation report is provided for State of Florida product approval under Rule. (3IG203. Fhe manufacturer shall notify CRE F:K Technical Services, LLC of any product changes or duality assurance changes throughout the duration for which this report is valid. This evaluation report {foes not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location F Fastener Location Fastener Location Approved Systems for 12-inch overhang with F-Channel ALUMINUM COUS, INC Soffits Wall Connection Eave Connection System Panel MIDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) miry. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3M-inch long x 0,072-inch dia. x min. 3/16- 12F-1 16-inch± 40'OWoodmmim1.25 -inch embedent spaced Wood crown staple pace(] 16-inch Inch head dia. trim nail 24-inch oc 0 c_ Spaced 36-3nch O.C. Max Thiee ( 3) min. 3/4-inch x 1/4-inch One (1) inin 3/4 inch x 1/4-inch One (1) min, 1 3/4-inch long x 0. 072-inch dia. x nrin. 1/4-inch 48 121- 2 16- inch Wood crown staples in diamond pollen) Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 642 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) am) 314-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max Masonry One ( 1) 14 ga. 5/8-inch Iona F nail Wood crovo-i staple spaced 8-inch O.C. 0 * 072-inch dia. x ruin. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. tnp nail spaced 48- 6,h2 inch o.c. ALO 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Role 6 IG20-3. The manufacturer shall notify CREEK I-echnical Services, LLC of any product changes of quality assurance changes throughout the duration for Wiidi this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEKALUMINUM TECHNICAL ERVIc-'T--- LLC Approved Systems for 12-inch overhang with J-Channel COILS, INC Soffits Apfaeafdix A Wall Connection Eave Connection Systern Panel MDP No. Width Pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) ruin. 3/4- One ('1) ruin. ##8 x 1/2 inch Inch x 1/4 inch crown One (1) min 3/4-inch x One (1) min 1 3/4-in{ h long x 12J Max. 1 Wood long x. 3/8-inch head diameterpattiesindiamond t lood 1/ staple 0.672-inch dia, x tin 1/4-inch 4H 16-inch screw spaced '16-inch o.c. pattern spaced 24- pace 8 incspaced8-inch r>.a head dia. trip nail spaced 48- -64.2 inch O.C. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ('1) 18 ga. 1/4-inch crown x One (1) Hain. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Moot, 1-inch leg staple spaced max. 0.672-inch diameter finishing nail wilt) min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o-c. One (1) 18 ga. 1/4-inch croon) x One (1) min. 1.75 inch x Max. Three (3) 18 ga 1/4-ir)(1i croon) x 1- 1-inch serf staple spaced max. O'072 inch diameter 16F-2 12-inch Wood inch leg staples In diamond pattern Wood 4-inch fl-c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch tread spatted 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) rnin 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood croon staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 Inch o.c. fl.C. spaced .35-inch o.c. Three (3) min 3/4-inch x 1/4-inch min. One (1) n. 1 3/4-inch bang lot- 4 Mix. Wood crown staples in diamond pattern Wood 1) ruin 3/4-inch x 1/4-inch x 6.d72-inch dia. x min, 1/4- 27 16.inch oilspaced24-inch o.c. crownstaple spaced 8-inch o.c- Inch head dia. trip nail 36.1 Spaced 48-inch o.c. A1C169+11.3 1' L12194-R6 Page'3 of 8 this evaluation report is provided for State of Florida product approval under Rule 61 C,2o 3. The manufacturer shall notify Cf3LEK iechn cal E piv3ces, t. LC of any prodtit,f ctaar)ges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM (',OIL-S, ING, CREEK Soffits TF-'CHNICAL SERVICES. LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection gave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail 1-inch leg staple spaced 4-inchWood 0.072- inch diameter finishing nail with min. 3/ 16 )- 43,3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga, 114-inch crown x One (1) min. 1 . 75-inch x Max Three l ' 3) 18 ga. 1/4-inch cTovm x 1- 1-inch leg staple spaced 4-inch diameter 16F-0 16-inch Wood inch leg staples in diamond pattern Wood O.C. and seceach panel finishing finishingnail with ruin. 3/16- 43,3 spaced 16-inch o.c. ring lapinch lie -ad space(] 16- inch o.c- Approves! Systems for 16-inch overhang with J-Channel System Panel Wall Connection gave Connection MDP No. Width Pspi J- Channel Fascia Cap SubstrateAttachment Substrate Panel Attachment Attachment three ( 3) rein, 3/4-inch x 1/4-inch One ( 1) ridn. 1 3/4-inch 16. i - I max. Wood cfov,,n staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 215 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min, 1/4-inch head ilia. trip 31.4 I I I nail spaced 48-inch o.c. ALC1- 50 - 01.3 4 of I his evaluation report is provided for State of Florida product approval under Rule 61020-3. The frianufactuter shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Phis evaluation report does not express nor irnply warranty, installation, recommended use, or other product atWbUiPS that are not specifically addressed herein. C R E E K ALUMINUM COILS, INC Soffits TECHNICAl- SERVICES, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection systern Panel MDP No. Width psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal Ix2 crovin x 1-inch leg Nfl.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securingOne 1) 18 ga. 1/4- One (1) min. 1, 75 -inch x max incl ) crov'71 X 1 -indl rafter Win oil(, each panel lap inch crown x 1-inch 0.072-inch diameter 241--1 12-inch Wood leg staples in 1) min, 2.25- Wood leg staple spaced 8- finishing flail with min. 801-90 diamond pattern inch x 7d ring One, ( V) ruin. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail 0-072-inch diarneter 1 2-incl i o.c. 24-inch o.c. finishing flail with min. 3/16-inch head spaced 4-inch o.c- One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min, 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga, 1/4- One (1) min, 1.75-inch x Hax. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0- inch-inchdrameter 80/ 241--2 12- inch Wood smooth shank rafter Wth one, Wood leg staple spaced 8- finishing nail vAth rnin, 76.6 roofing nail spaced 1) 7d x 2.25- One (1) rein. 1.75-inch 3/16-inch head spaced 16- inch o,c, inch ring shank x 0.072-inch diameter loch O.C. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch hear] spaced 4- inch o.c. One ( 1) 18 ga. 114-inch crown x 1-inch leg Nominal lx2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1 15-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crowil X 1-inch 0 072-inch diameter+801 241--3 12- inch Masonry inch long I nail rafter with one Wood leg staple spaced 8- finishing part %vith min.-76.6 spaced 8-inch o.c. I) 7d x 2,25- One (1) min. 1,75-inch X 1 6-inch head spaced inch rina ,;hank x 0.072-inch diameter nc iho.c. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced AL C 15001 . 3 Ft12194-R6 Page 5 of 8 This evaluation report is provide(] for State of Flodda product approval Under Rule 61 G20-3. the manufacturer shall notify CRF.EK Technical Services, LLC of any pi oduct changes or quality assurance changes throughout the duration for Wiich ths, report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK ALUMINUIA COIL` INC Soffits TEcIANiCAL SERVICES. LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1),18 ga.1/4-inch crovol x 1-inch leg Nominal 1x2 staple securing the No 2 SYP nailer of each female Three (3) 18 g,0/4- aliChored to lock or spaced One (1) 18 ga. 1/4- One (1) ri-iin. 1 .75-ind) x Max. inch CrovX I -inch ofatter Wth one 18-inch o.c. securing inch crown X 1-ifich 0,072-inchdiarrieter 24F- 4 Wood leg staples in each panel lap V'Jood leg staple spaced 8- finishing flail Will rflrn. 80/-60 16- inch dran- rond pattern 1) niin 2.25- inch o.c. and securing 3/16 inch head spaced spaced 16-inch o.c.inch shank nail x 7d ring One (1) rain. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail vxth rain. 3/ 16-inch need spaced 4- inch o.c. One ( 1) 18 ga.1/4-incur crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One ( 1) roin. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) main. 1,75-inch x inch x 11 go. anchored to 16-inch o.c. securing inch crown X 1-inch 0.072-inch diameter Max. 241-- 5 Wood smooth shank rafter Win one each panel Iap Wood leg staple space(] 8- finishing nail with coin. 801-60 16 inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch 0-c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch O.C. nail 24-inch o.c- x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC 1500 1. 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LI-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended rise, or other product attributes that are not specifically addressed herein. CREEK TF—cf-INICAL SERVICEs. LLC Approved Systems for 24-inch overhang with F-Channel ALUMINUM COIL S, INCSoffits Apoendix A Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 1/4-inch crown X 1-inch leg staple securing the Nominal 9x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) rnin. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch O.C. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter Wth one each panel lap Wood leg staple spaced 8- finishing nail with min. +80/-60 spaced 8-inch o.c. 1) 7d x 2,25- inch O.C. and SeWdT)g 3/16-inch head spaced inch Ting shank One 1,1) min. 1 .75-inch each panel lap Minch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail vAth rnin. 3/16-inch head spaced 3 H12194-R6 Page 7 of 8 This evaluation ieport is provided for State of Florida product approval Under Rule (jIG20-3. The manufacturer shall notify Technical Server es, LLC of any product changes or JU,flity 8',SUMnCe (11,9ogeS tl1r0Ugf10LJt the duration for which this report N valid, This evaluation report does not express nor imply warranty, installation, recommended Use, or other JNMUCt stbibUtes that are not specifically addressed herein. C R E E K SERVIC-ES. LLC ATE(.,,HNI(-AL Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Systern Panel ALUMINUM COILS, INC Soffits Appendix A Eave Connection MDP No. Width psf) J- Channel Fascia Cap BattenAttachment Batten Panel Attachment Substrate Panel Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga. 1/4- one ( 1) piim 2.25- inch crown x 1 -inch Norainal U2 inch x 7d ring shank lestaple spaced g No.2 SYR Three (3) 18 nail straight - nailed 12-inch o.c. anchored to ga.1/4-inch crown I thfOUgh the rafter securing each panel One (1) 18 gq, C- One (1) rdn. I .75-inch Max- rafter with one x 1-inch leg Into the end of the lap inch crown X 1-inch x 0. 072-inch diameter 24J 1 12-inch ( 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail Wth min, ±60 inch x 7d ring pattern spaced 16- Min, 2. 25-inch x 7d One (1) min. 1 .75- 8-inch 0-c. 3/16- inch head spaced shank nail inch o.c. ring shank nails toe.- inch x 0.072-inch 12 4ich o.c. 24-inch o.c. nailed on either side diameter finishing of the batter) at nad voth min. 3/16- each baltenhafter inch head spaced intersection. Max. 4-inch o.c, rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- belween rafter' s With inch crov'71 x 1-inch one, (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYR Three (3) 18 nail straight - nailed female lock or One (1) 18 go. V, anchored to ga.1/4-inch cfovrn thrOUgh the rafter spaced 16-inch o.c. Inch cm\ un x 1-ioch One (1) min. 1 .75-incii Max, rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced d x0.072-inch diameter 24J-2 1(-inch ( 1) rriin 2.25- staples in than I diamond batten or two (2) let) Wood 8-inch o.c. and finishing nail with min. ±53.3 inch x 7d ring pattern spaced 16- Inn. 2, 25-inch x 7d seciriing each panel 3/ 16- inch head spaced shank nail inch o.c. I ing shank nails too- One (1) rnin. 1,75- lap 16- inch O.C. 24-inch o.c. nailed on either side inch x 0 072-inch of the batten at diameter finishing each battenhafter nail with rnin. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. A1,C1500, 1_3 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. -Ihe rnaFlUfacturer shall notify CREEK Technical Services, LLG of any product changes or quality assurance 01,911ge; throughout the duration for which this report is valid. 1his evaluation report does not express nor imply warranty, installation, recommended use, or other product athibutes that are not specifically addressed herein. I ALUMINUM COILS, INC Soffits try TECHNICAL SERVICES, L f Appendix INSTALLATION lVote f2r fer fr the fkr P xovEo SvsrEtdrs section of ti3is repor# for addifionat irlslallafic n t etails of a selectad system and Iimtt tror+s Al C15001.3 T L1210 S F 6 F'age 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, l LC of any product cliarige.s ot qualily assurance changes throughout the duration for which this report is valid. I his evaluation report does not express nor imply warranty, installation, recommended use, or other product atlributes that are not specifically addressed herein. ALUMINUPA CORS, INC CREEK Soffits TECA'ANICAll- SERVI(,ES, LLC Appbndix B System No. Installation Detail 0 IT STAPLE 1 1 OPEN RAFTER 1,AM0NQ. PATTERNQ1 3/4" X 1/4 CROWN STAPLES 11 QETAIL USING A 01AMOND STAM_ES PATTERN FACIA BOARD FASCIA CAT' 12F-2 3/4" X 1/4" CROWN 5" 1-3/4- TRIM NAJL4- TRIM NAIL FACIA 80AJfiD 1-3/4- TRIM NAIJ STAPLE ON CENTER B , SPAINTEDJ&S, INSTALLED WITH THE F' CHM4NEL CAN BE PAJNTED S.S. 48" t__ FASCIA CAP NAILING FLANGE UP OR 3/4- X 1/4- OOWN CROWN STAPLE SOFFIT- 12-inch Span WOOD SOFFIT SUBSTRATE SOFFIT FASCIA F L I 2194-fR6 Page 2 of 12 This evaluation report is provided for State ofFlonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for vAflch this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are riot specifically addressed herein. CREEK rEC1 INIC.AL SERVICES, LLC System No. I Installation Detail 12J-1 INIENEZIM 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN V C r e h' 'j': PAINIFI) S.S. 48' J /2" x lie I O,C. C ew, rer SOFRT—m-ix. 12- inch span HE 3/4" X 1/4- CROWN STAPLE W ON CENTER I mm ALUMINUM COILS, INC Soffits wmm OfF -F STAPLE DIAMOND PAIJERN DETAI L rAr"lh an n ASCIA CAP X 1/4" IN STAPLE 50FFI1 & FASCIA Q ETAI L. ALC'I 5001.3 Ft12194-R6 Page 3 of 12 This evaluation report rS provided for ,State ofFlorida product approval under Rule 6lG20-3. The manufacturer shall notify CREEK Technical Services, I[CrJany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECIA INICAL SERVICF-s. LLC Apobndix B ALC 15001.3 FL12194-R6 Page 4 of 12 this evaluation report is provided for State of Florida product approval under Role 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOILCREEKSoffits II-ECHNICALSERVICE-S., LLC Appendix B ALC15001.3 - -- - -------Page 5-of-1-2 This evaluation report is provided for State of Florida product approval under Role 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC ofany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, ILICCREEKSoffits TF-cf-INICAL SERVICES, LLC Apoendix B System No. Installation Detail S OPEN RAFTER ST USOFFIT TAPLE AMOND PATTERN CROWN TAP4- X IS1/ 4- _E ETA! L USING A PATTERN FACIA 8 W 16F-4 --- FASCIA CAP 3/4 Y 1/4" CROWN FACIA BOARO STAPLE "5' ON CENTER 1-3/ 4- TRIM INAL I'MPAINTEDS. G. 1-3/4- TRIM NAJJ 0 1----F' CHANNEL CAN BE PAINTED && 48' --FASCIA CAP II iNSFALLEDWITHTHENAILINGFLANGE UP OR DOWN L _ j CROWN STAPLE SOFFIT —max, 1 nch W000 SOFFIT SUBSTRATE SOFFIT FASCIA b_CJ - A_ I At _C15001, 3 Page 6 of 12 This evaluation report is provided for State off-lorida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, L1 C of any product changes or quality assurance changes throughout the (ILM00f) for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended Use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREEK Soffits TECHNICAL SERVICES, LLC Appendix B ALC 1500 1. 3 Ft.'l 21 94-R6 Rage 7 of 12 Itijs evaluation report is provided for State of Florida product approval Linder Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any prodiLct changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does riot express nor imply warranty, installation, recommended Use, of other product attributes that are not specifically addressed herein. CREEK I'ECHNICAL. .9ERVI(E'3, LI—C Systern No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OLAMOND PATTERN Cf-W,INEL XNEWLSUM 1-3/4- TRIM NAIL PAJNTED S.S. 48' C. 16-ilich Fpall ALUMINUM COILS, INC Soffits STAPUS SOFFIT 5WILE FACIA BOARD DETWEVA/ 11 !ETA-IL FASCIA CAP 3/4" X 1/4" CROWN STAPLE '6' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT HIENIffam FASCIA CAP 3/4- X 1/4' CROWN STAPLE 5-QEIT & FASCIA Q ETAI L ALC 15001.3 Ft-12194-F26 Page 8 of 12 fill,,; evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, 1-1-C of any product changes w quality aSRLJrauCe changes throughout the duration for vAkh this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product atbibutes that are not specifically addressed herein. CREEK TECHNICAI- SERVICES. LLC System No. I Installation Detail 24F-1 & 24F-4 USNG A 0 PATTERN, PIE SOFFIT DIAMOND F1 wocln SUBS ALUMINUM COILS, INC Soffits Apbendix B I t I" TRIM NP1 -J'ASOA BOARD PAINTED 5,5, FAS04, CAP IRrml SfApkf,' ASCIA HARD SOON FASCIA DETAIL ASCIA CAP; REFER 0 SOFFIT & FASCIA ETAk SOFFIT STAPLE DIAMOND PATTERN Page 90f 12 Tiris evaluation report is provided for State of Flo(ida Product approval under Rule (31G20-3. 1herriaFILIfacturei st)allnotify Cl EEKlechr)icalServices, t-l-('.ofany pro(Iti(tctiailg=cs()f quality assurance changes throughout the ftfatiOn for Vd)jCh this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, of other product attributes that are riot specifically addressed herein. CREEK L TFcW4ICAL. SERVICES, LLC System No. I Installation Detail 24F-2 & 24F-5 I-J' SMOOTH SHANK P013F NAU F-CHANNEI, WOM SUSTRATE ALUMINUM COILS, INC Soffits Appendix B FAq1A 50RB PAWTU Ss, FASCIA LAP SOFFIT 1". 1" CROWN sW'1( 1 FASOA 80AE3 SOFFIT & FASCIA DE f Alt- FASCIA( AP; REFER TO SOFFIT & FASCIA OETI" L ALG 15001.3 FL12194-R6 Page 10 of 12 Tells evaluation report is provided for State of Florida product approval under Role 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product ICAchanges or quality assurance changes throughout the duration for vihich this report is valid. This eVall,Mtr(H) report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAl- SERVICES, LLC System No. I Installation Detail 24F-3 & 24F-6 146A I" I -HAILS rF -(HANNEL MASONRY ALUMINUM COILS, INC Soffits Appondix B I i" TRIM NAlt- -FASCIA BOARD PAWTED S.S, A FASCIA CAP SOFFIT CROWN SFAPLE FAS0A BOARD SOFFIT & FASCIA DETAIL FASCIA CAP; OFFER TO SOFFIT & FASCIA DETAIL ALC 15001 .3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State ofFlorida pfodtActapproval tinder Rtile6lG20-3. The manufacturer shall notify CREEK Technical Services, LLC ofany product changes or duality assurance changes thoUghOW the ClUration for which this report is valid. This evaluation report does not express Vier imply vvananty, installation, recommended Use, or Other product attributes that are not specifically addressed herein. C R E E K TECHUAICALSERVI( System No. I installation Detail ALUMINUM COILS, INC Soffits Appendix B I ' TRIM NAP, _—FASOA RrARD PAIN CEO S S. I",j- CROW N ,,---FASCrA (AS' S CARLE SOFFIT To SOFFIT STAKE f A 114' TR TV ERED USING A FAVIOND pArTERN, PETER D1AMON9 PATHRD17AN RAFTER FASCIA BOARD I TRIM TIAIL SOFFIT FASCIA OETAIL 24J- I & — I ,I" CROWN STAPLE 24J-2 711 _fAS(rA CAP; REFER TO SOFFIT & FASCIA Nomlnafl 1' x 2- SYP Ilalllll3 SOFFIT; MAX, 24' It, -e 1117,11 11111 shank a,l V,Pqht sailed Ihm,,h the r.Ner i to Via end WDOO of Ihehatl- , t,r- T2t 7d mt gn.fls i- -4ed on eth" sl'Je of lr_ L"llam at V'a Catr-,arl., jntam.di- SOFFIT STAPLE OIAMONO PATTERN ALC15001 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval Under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for VviliCh this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK Z-ECHNICAL. SERVICES, L,L.0 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2, Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, K{r = 0.85 7. V,,i, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL, 12194-R6 Page 1 of 4 this evaluation report is provided for State of Florida product approval under Rule 61G20-3, the manufacturer shall notify CREEK Technical Services, 1 LC of any pfoduct changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended rase, or ether product attributes trial are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix C Desi n Wind Pressures for Soffits Inpo ar Mean BasicWindno h' Building Zone Roof Type 130 140 150 160 170 180 190 200 20 16,9 19.8 22.9 263 MO 33,8 37.9 422 46.8 25 169 19,8 22.9 26.3 30.0 318 37.9 422 46.8 30 169 1 - 19.8 22.9 26.3 30.0 318 37.9 42.2 46.8 4 40 183 21. 5 24.9 28 6 32.5 36-.7 41,2- 45.9 50.8 50 19.5 22.9 26.5 30 5 34.7 39.1 419 48.9 54,1 Enclosed 60 20. 5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56,8 Negative 20-1--- 24. 4 28. 3-- 32.5 41.7 46.8 521 Loads) 20.8-- 3TO 57--B- 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22, 6 26.5 30.7 353 40.1 45.3 50.8 56,6 62.7 so 24.1 28.2 32.8 37.6 42,8 48.3 54,1 60.3 66,8 60 25.3 1 -29.6 34A 39,5 44,9 719,2 50. 7 56. 8 63.3 70.1 20 10.8 12.7 14.7 16.9 21.7 24.3 27.1 30.0 25 10.8 12,7 14.7 16.9 19.2 21,7 243 27.1 30,0 30 10.8 12.7 14.7 16,9 19.2 21,7 24.3 27.1 30O 4 40 11.7 13. 8 16.0 183 20.8 23.5 26.4 29.4 32.5 50 12 5 14. 7 17.0 19.5 22.2 25.1 281 31,3 34.7 Enclosed 60 131 15A 17,8 20.5 23.3 263 29.5 32.9 36A Positive 20 10.8 12. 7 14.7 16.9 19.2 21.7 24.3 27A 30.0 Loads) 25 10,8 12. 7 14.7 16.9 19.2 21.7 24.3 27-1 30.0 30 10 .8 12. 7 14.7 1 6.9 1 92 2 1.7 24.3 27. 1 3 0.0 5 40 11.7 13. 8 16,0 18.3 M8 215 26.4 29A 32,5 50 12,5 14. 7 17-0 195 22.2 25,1 28.1 31 3 34,7 60 131 15.4 17. 8 20.5 233 263 29.5 32,9 36.4 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Role 61G20-3. The manufacturer shall notify CREEK Technical Services, I I-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK S, INC; ALUMINUM COILS, Soffits rJECHNICAL SERVICES, LLC Apoendix C Design Wind pressures for Soffits in Exposure C Buildinq Mean, BasicWind Speed m Type Zone Roof Lei htlft 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38,5 43.5 48.7 54.3 60.2 25 22.6 26.6 30 8 35.4 40,2 45-4 50.9 56 7 62.8 30 23.6 27,7 321 36.9 41 4T3 53.1 59.1 65,5 4 9 40 25,0 29.4 34.1 39. 1 44.5 50.2 563 62.7 69.5 50 26.2 30 8 35.7 41 O 46.6 52.6 59.0 65.8 72.9 F-nclosed 60 27.2 31.9 3TO 42.5 o483 546 61.2 68.2 75,5 Negative 7267 7(7 -- Loads) 20 31.4 36A 41 8 47 5 537 02 67 O 743 25 27.9 32.8 38.0 416 49.6 56.0 62.8 70.0 77.6 30 29.1 342 39.6 45.5 51,8 58.4 65.5 710 80.9 5 40 30.9 363 42.1 48.3 54.9 62,0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72,9 81.2 89.9 60 316 39.4 45.7 52,5 59.7 67.4 75.5 84.2 93.2 20 19 16.3 18.9 21.7 24.7 27.9 31 .2 34.8 38.5 25 14.5 17.0 19.7 22.6 25,8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34,0 37.9 42.0 4 40 16.0 18.8 21-8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19,7 22 9 26.3 29.9 317 37 8 42.1 463 Enclosed- 60 17.4 20.5 23.7 27.2 31.0 35,0 39.2 43.7 48.4 Positive Loads) 20 119 16.3 18.9 21,7 24.7 27.9 31.2 34.8 38,5 25 14.5 17.0 19-7 22,6 25.8 29.1 32,6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34,0 37.9 42-0 5 40 16.0 18.8 21,8 25.1 28.5 32.2 361 40,2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 ALC 15001.3 FL12194-R6 Page 3 of 4 1- his evaluation report is provided for State of Florida product approval under Rule 6 1 G20-3. The manufactuiershall notify CREEK Technical Services, l-LC of any product changes of quality assurance changes throughout the duration for vAdch this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, of other product attributes that are not specifically addressed herein. 7 CREEKha,t_uf tlNr r COILS, INC Soffits TECHNICAL SERVIC.FS, t.-LC Appendix C Design iNind Prasscares fior Soffits inpouae E3uilding4__LHef Sasic'dVind S eed rn In 1ypel 130 140 150 160 170 ; 180 = 190 200ht fit 120 20 26.0 30,5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36. 7 42 1 47 9 54,1 60.6 67 6 74.9 30 27.9 32.8 38.0_ 43.6 49.6 56.0 62.8 70 0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 816_ 50 30.6 35 9 41.6 47 8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3-----70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43-7 50.1 57.0 64.4 722 80A 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92A 30 34 5 40 4 46 9 53.8 61.3 69.2 77 5 86A 95 7 5 40 36 2 42 5 49.3 56 6 64 4 727 81.5 90.9 100.7 50 37 7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 10m 20 16.7 19.5 20 22,7 26.0 29 6-- 33.4 37.5 41.7 46.3 25 173 3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17 9 21.0 24 3 27 9-- 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52,2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed----- 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30,7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31,8 35.9 40,2 44.8 49.7 40 18.8 22,1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 _._ 19.6 23.0 26.7 ---_-__ 30.6 34.8 39.3 44.1 49.1 54A I--- 60 20.2 23.7 27.5 31.6 35.9 40,5 45A 50.6 56.1 ALC15001.3 F i-12194-i?6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or, quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recornmended use, or other product attributes that are not specifically addressed herein. u 5. 3 / 4" --- ISOMETRIC VIEW 3J8" PR;3Fdi.E rSDMFTT rlc v;Ew ALUMINUM COILS, INC Soffits At-C:15001.3 Ft_12194-R6 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 69G20-3. The manufacturer shall notify CRI-E=K Technical Services, U C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recornmended use, or other product att6butes that are not specifically addressed herein. CREEK B, Ai TECHNICAL SERVICES, LLC mm 5 3/4" 7/8" 1/8" HE 6"FASTIA 3" BLAW 1/4" ALUM11NUM COILS, INC Soffits ALC 1500 1 .3 FL12194-R6_____ —Page 2 of-4, This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The rnalltrfaCtUfer shall notify CREEK Technical Services, LLC of any product changes Or quality assurance changes throughout the duration for Mich this report is valid. This evaluation report does not express nor imply warranty, installation, recorn mended use, or other product attributes that are not specifically addressed herein, CREEK m TECHNICAL SERVICES, LLC 101KOZZIMAD 18"IMNK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 -F-I 12194-R6 ...... .... . --- f - I - age - 3 of 4 This evaluation report is provided for State of Honda product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, L.LC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended rise, or other product attributes that are not specifically addressed herein, CREEK TECI-041CAL SERVICES, LLC M111"Iffmin 3 1/6" 7/81' 1 3 1/8" 1 7/8" 1 - 3 1/8" 112" 1/ 2" 2.1 iE PEI, 112" 1/2" 11 U U---- H H H 1/2" ALUMINUM COILS, INC Soffits Apoendix D END OF REPORT FL,12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Mich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Lj Florida Building Code Online Fade I of '- 4 0, K'S Hor,e Log in U- Registration Hot Topcv Ssbm,' S,"chao;i,, SLau; & Facts Pubhat,-S FBC Itaff tcls are era, Links Search A,,,, j,ProdErct ApproVal 7 USER: Public Use, is h a IAPPtioin Detail FL # FL7006-RI0 Application Type Revision Code Version 2017 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, Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email. Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 1K0 Industries, Ltd 40 Hansen Road South Brampton, NON -US _6W 3H4 708) 496-2800 Ext 200 i- metzOOI@tampabay.rr.com Robert Metz rmetz0011Cg) tampabay,rr,conn Bob Metz REVICO of Pinellas 456 Avila Circle RE Saint Petersburg, FL 33703 727) 776-5261 rmetz00i@tampabay. rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 7! 7) 579-6706 don, shaw@iko.corn Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden s Validation Checklist - Hardcopy Received eta nOpLrd ASTM D3161 modified to 110 mph ASTY, C3462 ASTM D7158 Class H ASTM E, 08 Yg a_r 2016 2CIG 2011 2011 little,:',-, Ni,N-Na-.Iloridat-)uildinL,I, orL, pr,pi--al)p_dtl.aspx'-.Iparam=zN,,=GEN'XQNA-tDqse7m-Bd--)b-',K... 2V2018 Florida Building Code Online PaL)e " of 3 Product Approval Method Method I Option A Date Submitted 10/08/2017 Date Validated 19/30/201 7 Date Pending FBC Approval Date Approved Summa of Pry FL # Model, Number or Name l Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at JKO's Kankakee, JL; Hawkesbury, Ont,; Wilmington, DE; Sylacauga,AL and Toronto. Ont, plants Limits of Use Certification Agency Certificate I Approved for use in HVHZ: Yes r170,06 C CA- Lelcr,ec_Zt _D31, 1 1 9 - 211 6 Approved for use outside HVHZ: Yes Ll 17 -prMi Impact Resistant; N/A t& T 'V _41- 2 , ( _u- 2 C - Design Pressure: Other: L 70 0_r_L C C C L, A S T P', E _Q11 1 9 - 2 6 - 7 r Quality Assurance Contract Expiration Date 12/31/ 2020 I Installation Instructions FL r, R :KO- - 7- 701 eater ___s T fo t Verified By: Duc T Nguyer, 65034 Created by Independent it ThirdParty: No Evaluation Reports Created by independent Third Party: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system I manufactured at TKO's Kankakee, IL, Toronto, Ont. and Bram;--iton, Ontario plants. Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes F 70,')6 Rt- C D - I C,',C _2 , ale Approved for use outside HVHZ: Yes Sj,vedlaic And r L calior, Impact Resistant: N/A o Design Pressure: N/A mr) r1-1'odf I Other: rCd AcT V Ette_- 21 L_ z C - C A,- L e 'Ihcrn E Quality Assurance Contract Expiration Date 121/311/2020 Installation Instructions rL' uC6 1 Ir in 0 - I S 7 - 01 ,u _ I Tnstru or,, fo- Verified By: Due T Nguyen PE 65034 Created by mdependent Third Party: No Evaluation Reports Created by independent Third Party: 7 7006-3 Leading Edge Plus Asphalt Shingle One piece, fiberglass asphalt shincile usec as a starter strip at Starter Strip the bottom of a roof syspern manufactured in Brampton and H awkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 7 U T N, D'' 1 CL, ie"" L Approved for use outside HVHZ: )'as Impact Resistant: N/ A 71 I'll ILj 10--c—F.. Er tThD34*2 1 26- Design Pressure: N/ A 0 Y1.. !_ Other: ellpr - A_';- Fn,08 et! Quality Assurance Contract Expiration Date 12 / 13 1/ 2 02 0 Installation Instructions sd p_)l c a t; ""i verified By: Du s T Nguyen RE 65034 Created by Independent Third PartyNo Evaluation Reports created by ' ndepenrient Third Parts: hnps: fl ori dabull ding oro I pi-f prapp 1 1: 1 _ dtl.aspx'pai--aiii=x,,TGE\7XQNN-tDqse'/'iii'Bd'b'K... 16'2018 Florida BuildIrIL,, Code Online Pa,,e 3 of'3 006,4 1 Marathon Plus AR, Superglass Plus 3 raL fiberglass asphalt Shingle man i fa7zwed at 1KC's IAR Bramp ton, Ontario, fra"kesbury Ont., Toronto, On",; ISylacauga, AL and Kanakakee, 1L plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate F I " C CAC e AS N' D- 7" 011 CAC Letter R V,4t2_jez e- - (C-2-c- C_ C K_ L 21Quality Assurance Contract Expiration Date 12/ 20/202 120Installation Instructions F1700- RIQ 71 rK0-IS7-C2-01 Letter—nstallation 1 nqti rjct; !s for F'3,- Fi,77M'6',,,df Verified By: Duc T Nguyen 65034 Created by independent Third Party: No Evaluation Reports Created by Independent Third Party: 1= 11-1 Kit U M9 The State ol Florae r,, an AA'EEO 'Jill ha 'I .,t Onder no,da a,, email addresses are public records. If you do not want your e-mail address released in response to a cut,rC-IeCOr05 re nest, do not,;end electronic mail to tt s entity- .nstead, corl tre office by phone or ev tract tuort, ruaii. If yo:1 have any questions, please contact 85C 4V.395. -uns'uant to Section 4, 55.275(l. Florida statutes, effective October . ZD1 2, licensees licepsed untie; Chapter 455. F.S, most provide the Department -th a, eman address f they have one. The emans provided may be used for official CO'younnicanon with the licensee. However' email addresses are public record. 11 you do not wish to supply a personal address, please provide the Department with an small address which can be trade available to the publo. To determine if you are a licensee under Chapter 455, F,S_ places click LgLr_ Product Approval Accepts: R—j, rM-1 Safepi- I pr app dtl.aspx"I)ai-ai-ii=N7,,GE'XQN-tDqse 7M YBd_'b' K,., 2 6 '20 18 October 27.2O17 KOIndustries, Ltd 12OHay Rd. VVi|minghzn, DE1Q809 Sir(o). PR|Construction Materials Technologies has completed a technical review and attached sealed shingle instructions incompliance the 2O17Florida Building Code. This review was completed based onthe receipt uffollowing evidence from |KDIndustries, Ud 11) |KOShingle Application Instructions —3- TabShingles EN-3Tab_App|na_8AGXEFS-2O12- 11_refonna ed2O1J-O2'revO7/13-F|ohda) 2) |KO Laminated Shingles Application Instructions EN-Laminated_App|ns_8TTEFS-2O12- O4_ny nna ed2O13-O2-nevO7/13-F|orida) 3) |KDHip and R}dAe12App|icaUon| nmtruc ions EN-HipendRidge 12_3HRTri-2O13-O8_reformatted 4) |KOLeading Edge Plus Shingle App|icationInstructions EN- 3LEP'Tri-2O12-O6_neformo ed2Ol3-O3) 5) ASTK8 D3161 Test Report(FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. |nthe event the instructions conflict, these instructions shall govern, PR|Construction Materials Technologies and/or DuoT.Nguyen, FLP.E. donot have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: Managing Director Florida Rbglste-red Piro'iossional Engineer Date: Dctober27. 2017 Date: Dcbober27. 2017 Attechmenta AA |KO Shingle Application Instructions - 3-Tab B) |KD Laminated Shingles Application Instructions C)|KDHip and Ridge 12Application Instructions D)|KOLeading Edge Plus Application Instructions no'187-u2-01 pmomaxu-ctwMaterials uc 641znaxomDrive -, ampa, FL 313mo Telmx-621_ 57n nm81,,somo40 emai wnt,,Site htpm~'Pr1Crr1'C0 nO Installation Instructions for Asphalt Shingles Page cmo NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming io2017FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is kasa than 4" per foot down to 2^ per foot, use 2 layers of under|oymont conforming to building code requirements, the first sheet over|appingtheeovepmtectionby18''.foUowedbyfu||36''vvidthaover|apping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions, For areas where the roof slope is 4" per foot or gnaater, cover the deck with one ply of under|ayment|eidpona||e|totheemves.with2''hohzonta||apaand4''end|eps, Apply metal drip edges ontop of any underlay along rake edges and directly tothe deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough topenetrate through plywood or3/4''into boards. Use 4nails per shingle placed G-1/8^above the butt edge, approx. 1^and 13^from each end and 1/2^above each cutout. Drive nails straight aothat nail head ie flush with, but not cutting into shingle surface. NAILING [)NSTEEP SLOPES: For steep slopes of 21 " per foot (60") or more, use 6 nails per shingle placed eashown below. Ensure that nonail iowithin Z'nfajoinbcutoutofthe underlying shingle. Seal down each shing|eat1irneofeppUcationvviththree1''diameter(appnox.sizeand|hioknesaofequarter)spotaofasphalt plastic cement placed under the shingle 2^ above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have maximum average exposure of5-5/8^ AlLs NAILS DO NOT NAIL IN TO OR ABOVE THE SEALING STRIP pmummmmm wm=m e,-hnoIuqte-uc`2a2, lae,ranpap'Lomo 1 u.8 z-'2-577r Fax e-mail wonSiie wm o*m xn Installation Instructions for Asphalt Shingles pmoeomo NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. UNDERLAYMENT: Applied in accordance with building code requirements, For areas where the roof slope is k*aa than 4^ per foot down to 2^ per foot, use 2 layers of undedeyment conforming to building code requim*menta.ihefiro{sheetover|appingtheeavepro1ectionby19''.fo||mmedbyfuU3G''vvidthsover|apping eachpreoedingcouraeby19^urctherApp/ovedunder|eymentsineccordancewithLhequa|ifiedapp|ication instructions. For areas when* the roof slope is 4^ per foot or greater, cover the deck with one ply of undedayment|eidparaUe|totheeaves.vvith2''hohznnta||opaand4''end|ope Apply metal drip edges ontop of any underlay along rake edges and directly tothe deck along eaves in accordance with building code requirements NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least3/8" diameter heads, long enough topenetrate through plywood or3/4''into boards. Use 4nails per shingle placed inthe nail line 7'3/8^ below the top edge, approx. 1^and 13''infrom each end. Drive nails straight aothat nail head isflush with, but not cutting into shingle surface, NAILING ON STEEP SLOPES: For steep slopes of21^per foot (6O")ormore, use Gnails per shingle placed as shown below. Ensure that no nail is within 2^ of ejoinbcutout of the underlying shingle, Seal down each shing|eed1imeofapp|icoionwiththnee1^diampder(eppnox.mbeand(hiokneasofaquarter)apotaofaaphak plastic cement placed under the shingle 2^ above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". m*ILws STEEP SLOPES APPLICATION NAIL LINE _, 0 PROPER, APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH rxsOVERLAY AND UNDERLAY PORTIONS opTHE SHINGLE logies, LL,woeadper Drive rampa. Tel m axm—YWIs- mal! rrlalerastesrng PW=PrrCMt.C;C)1n xo Installation mstuononafor Asphalt Shingles Page 4mo IKO Hip and Ridge 12 Application Instructions NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHEU APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designedfora51/8''(13Omm)expoaure.(Foraneaterappearance.1hatopofeaohaideofeaohpiecehas beenfactorytrimmedono1''(25mm)taper(seedravving),Bendeaohpieceoverthohiporridge.ondnai|5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 1/8'`(130mm), Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs. apply ridge pieces starting at each end, meeting in the middle. On gable ruofs, apply ridge pieces starting at the end opposite tothe prevailing wind direction and continue tothe other end- Note: To obtain athree-dimenaiona| effect, ( which is recommended, but not required), apply hipand ridge shingles cloublethickness bystacking2 pieces untop ofone another, the lower piece extending about 3/4"(18mm) further than the top piece (see diagram) The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY, THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TDBEROOFED OVER, 0RFAILURE TOPROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TOAPPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. pmn m-.vm mm.-im r mu= uo` zaaaoe r Dwm "ampa, FLz36m nymz c n racma-6o-58w E-mail materialsiestingea rncm!,oni wen&te hiripm==v m m mz Installation instructions for Asphalt Shingles Page oorn Leading H Application Instructions8 ~ Plus r D ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHER APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN, 1 Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 383/8''x131/4''(1OUOmmx338mm) |KDLeading Edge Plus strip iaperforated lengthwise for separation into two ( 2) shingles. Take one |K{} Leading Edge Plus strip and fold flat at perforation to separate. 3 Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20''(500 mm). Install this shingle on the lower left corner of the roof deok, granule side up, with the factory installed sealant adjacent 0othe eaves. The shingle should overhang the rake edge and eaves by a nominal 1/ 4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge byanominal 1/4''(Smm)minimum, Fasten the shingle tothe roof deck vvithfasteners located 3^to4^(75mmto1ODnnm)frornthe rake edge and 1^(25mm) infrom each end. 5, Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4nails per shingle placed 3^ to4^(75mmtu1OOmm)from the eawaedge and approximately 1''and 13^(Z6mmand 33Omm) infrom each end. G. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied e*a|oni acUemant to the eaves. The shingles should overhang the rake edge and eaves byanominal 1/4''(Gmm) minimum. Fasten the shingles to theroofdookvvithnai|s|moated3^to4^(75mmto1OUmm)fmmtheeaveedge.4noi|sperahing|e. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the |KO Leading Edge Plus shingles will adhere tothe first -course field shingles and help keep them from lifting in high winds. nmcorsimum waienalsrechnologi,,,s.aaoge,D ve rwnpe.p33mo nymsao- 77 Fax o'o-6c-5 o (-- rnail matenais esting @)pn=.,om wmoSitompmm p nuo Florida Buildin(,, Code Onfine Page I of 2z: o 4, X gs r, I'll- I igj N. . . . ... . F BCIS Home Log 1, Uses Registration Hot Topics Submit Surcharge Stats & Facts Publications i t'BC Staff 13CIS Site Mar, Links Search 41,product Approvald, b, USER Public Userr c," >1 a_ion> Application Detail M FL FL15216 -R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer interWrap, Inc, Address/Phone/Email 3292a Mission Way Mission, NON -US 00000 551) 574-2939 rritupas@interwrap.conn Authorized Signature Eduardo Lozano elozanoCdinterwrap.corn Technical representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON-US 00000 778) 945-2891 elozano@interwrap.coni Quality Assurance Representative Address/Phone/Ernaii Category Roofing Subcategory Underlaynnents Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardicopy Received Florida Engineer of Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity inpertek Testing Services NA, Inc, - QA Entity Quality Assurance Contract Expiration Date 0911310/2019 Validated By john W. Knezevich, RE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 201 1 en, 7 G1__CC)l ir-len, )CffL taind r4A ASTM D1,970, (,ear) ASTM D226 (physicals) Ygiax 2015 2009 https:,"'\N-\- 3 - N" KJ - Q 2 6 '20 18,-NN-,floridabuildiii(,,or(,'l)t-,pr app dil.aspx)paraiii=NN-GEVXQNN-tDq-, -,V 7 1 Florida Building Code OnlineZ77' Pale ? of 2 Product Approval Mottled Method 1 Option D Date Submitted 10/iO/12017 Date Validated 10/11/2017 Date Pending FBC Approval 10/115/2017 Date Approved 12/!2I12017 ummar off I FL # Model, Number or Name itDescription 15216.1 1 RhinoRoof Underlayments 1 Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No Rl- 14 pa FL152,(,- IJ `,017 10 `11NAL ER INTERWRAP 0 , -)F Approved far use outside HVHZ: Yes nD d f Impact Resistant: N/A Verified BY: Robert Nierninen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other; See ER Section 5 for Limits of Use, Evaluation Reports 5-2, 1 6 13 AF 2rD' -7 1 1 rIh E-, :NTFr P RH!N0RCCrF Fi-`5211r,- Created by independent Third Party: Yes ED EE o _Ls0-i!—J—' 1 —61"f''Amn, —Road haaS_te Phone: The State of Fonda is an Ak'EEO emoroye, (ZQ" 'norild, : : r" u -!L —fs f 'na , Under Florida law, email acio-esses are podcz records. 11 Von, ft not vrart Vs., e-r-di: aodiess releafdC in response to a putub-recry,qs reylijesi, do not send eechronic mail this entity. 1-'stead' cohrazf the Office by Prune or by tuad!tronal mail if yot, have any ci.jestlons, peade contdcl, 8$C,487,:"95, —uhsuabt to S Statutes, effective isctooer 1, 20,2, hCens under Charter 455, F.S must proviic me Department w', a, ea,i address ifFloridaemion —5,275i fees lcens they have One, The emads ;),,o,,Cjed may be used to- official communication with the licensee mt,,-er emai addresses are publicrecord- If you or not wish to supply a persona( address, piease provide the Departi-nom with an ema,t address which can be maps available to the pvbk, To determine ifyouare a licensee under Chapter 455, F.S., please Click ngre . Product Approval Accepts: rT Z--1 OR ll - M Cr , re, C " a r a 1; , afe hap s - //Nv %N-Nv, fl orl dab ui I d in (-,. or(-,/pr./pr-app_dt 1, a spx'-"param =,,,,,G E'V' X Q Nvi Dq v 3 v V-\,'KJ Z I Q.- -',,'6, 22 0 18 0 U~Y ERD EVALUATION REPORT ntemvnap,!mc. 32823Mission Way Missiun, 8CV2V-6E4 Canada 551) 574-2839 EXTERIOR RESEARCH & DES LLC. Certificate nfAvthmizomon *503 353[ HR|ST!ANSTREET, UN|T#13 OXFORD, CTO6478 PHONE: (2O3) 262'9245 FAX: (2O3) ZGZ-9243 SCOPE, This Evaluation Report is issued under Rule 61G2O-3and 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 [ode and Florida Building [ode' Residential Volume. The products described herein have been evaluated for compliance with the 6* Edition (2017) Florida Building Cede sections noted herein. LxBeums: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. omnmueoCoMpuAmcs:ThisEva| uationReportisva| idunti|suchdmeasthenamedproduct(dchanges.therefeenced Quality Assurance documentation changes, orprovisions ofthe Code that relate tothe product change, Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity IERD requires a complete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity 1ERD Evaluated" maybe displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. Imspscrmm: Upon request, a copy ofthis 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 I through 3. Prepared by: Robert J.M. Nierninen, P. E. Florida Registration No. 591@6,Florida D(AANEI983 The fac="wseal appearing was wnor i2euby Robert me="en'xro"nx,upo1rmadoe, not se;" as"" electronically signed document. CERTIFICATION mINDEPENDENCE: z Trinity |cnodoes not have, nor does it intend to acquire orwill it acquire, a financial interest in any company manufacturing o, distributing products it evaluates. z Trinity |cnounot owned, operated or controlled by any company manufacturing or distributing products it evaluates. I Robert micminen' P.E. does not have nor will acquire, afi"anc/v| interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. nobertm.eminen' P. E. does not have, nor will acquire, a financial interest in any other entity involved in the approvalpuxes,ofthe product, S This is m building code evaluation. meithe,Tnn/,v| cno nu, Robert miemmcn' p.c, are, in any way, the Designer of Record for any project nnwhich this Evaluation Report, or previous versions thereof, is/was used for permitting o,design guidance unless ,etamed TRINITY ERD ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Under|ayment Compliance Statement RhinwRnmfUmdedoymems' as produced by)mtemvop, Inc., has demonstrated compliance with the fp||ovv|nS sections of the 8~ Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the |naa||ebon Requirements and Limitations /Conditions ofUse set forth herein. 2. STxmoxnos: Section f s Standard Year 1507, 11'T1607.1,1 Unrolling, Breaking Strength, poabonv xsTm o226 2009 1507. 11 Tear Strength xsTmozs7o 2015 3. REFERENCES: n it Examination) Reference Date TS( TST1509) Physical Properties 100539395CoO,006 10/27/2811 TS( rJzsoy) Physical Properties 100539395coQ-002 10/27/2011 nS( r3T1509) Physical Properties 100539395cOO,006 03/14/2014 pm ( T3T8878) ASTm o1s7o;Tear strength Ocp'sseoz-oa 10/03/2017 TS( 0uxz673) Quality Control Service Confirmation 89/30/2017 4PRODUCT DESCRIPTION: 4.1 RhinoRwofV2O is multi|ayered polymer woven coated synthetic roof undcdayn^entavailable in42'inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1,1 (Exception). 5. UmonATmms: 5.1 This is a building code evaluation, Neither TrinityIERD nor Robert Nicminan' P.E. are, in any wey, the Designer ofRecord for any project on which this Evaluation Report, orprevious versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 52 This Evaluation Report isnot for use inFBCHVHZjurisdictions, 53 Fie Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings ofthis product. 5.4 RhinoRoafUnder|ayments may be used with any prepared roof cover where the product isspecifically referenced within FB[approva| documents. | fnot listed, a request may he made tothe Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt 1 Wood Shakes State or Underlayment Shingles Nail -On Tile Foam -On Tile Metal 1 & Shingles Simulated, Slate 5 6 RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, uc Evaluation Report wu 10.0212-R3 cc if,co!en/A,mo/izorwn# 9503 e=comom(zu1z)pecmom'*v*zEVALUATION ru5216-n3 RhinoRoof undeaavme*= Revision 3: 10/10/2017 Page zma TRINITY ERD 6. INSTALLATION: 6,1 RhinoRmof Undedayments shall be installed in accordance with Mtenwrap' Inc. published installation instmctionssub]ecttotheLimitetionssetforthin5rction5hercinandthespecihcsnotedh6mv. 62 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior toapplication. 5,12 Shall be installed in compliance with the requirements for AfTK8 D226,Type | or It under|ayment in F8C Table 1507.1.I for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 62.1 Fasteners: For exposure <24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head' or those noted in 6.42. The use of staples is prohibited. For exposure >24hours up to maximum 30days' corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 63,2 : End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to ntenynap' Inc. recommendations for alternate lap configurations and/or the use of sealant under certain For exposure <24 hours, use ofevery-other fastening location printed on the surface is acceptable, For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to he installed atop the underlayment, the undeMaymert need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails, If this occurs, remove the cap nail and patch the hole in accordance with |ntcnmrap published instructions. 6. 43 : End ( vcrUca|) laps shall be minimum 12-inchesond side (horizontal) laps shall be minimum ha|f-sheet-width plus 1-inch. Double layer application; begin by fastening o half -width plus 1-inch starter strip along the eaves. Place a full - width sheet over the starter, completely over -lapping the starter course. Continue as noted in 6.5' but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a doub|c|eycrapp|icatinn. 7BuILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, Qingdao, China ntortohTesting Services NAInc. —0JA1673;(6O8)Q35-44OO END OF EVALUATION REPORT - Exterior Research and u gn.,uc Evaluation Reportw05m 12-R3 RhinoRoof unden"wnvms Revision x.zo*o/2o1r Page aoxu RhinoRoof' U20 Installation Instructions RhinoRoo{ U20 is an air, water and vapor barrier and therefore must6e ins+aUeJ above a properly ventilated space(4. Follow ALL building codes applicable to your geographical negionand structure type asitisconsidered a vapor barrier. DECK PREP: Protrusions from the deck area must be remnve and eck shall kave no voi s' ama e o, unsupported areas. Deck surface should bofree o[debris, dry and moisture free. USE: Rh)noRoof U20must berovere66vprimary roofing within bO dmyu of application. U20 is designed for use un6er ao9hakorsynthetic shingles, metal in residential app|icationy'and cedar shakes thathave been primed. APPLICATION: For slopes from 4:12and higher RhinoRoof U20 is|o6e laid out horizontally (pm/aUe|)tothe eavewitk the printed side op. Horizontal laps skuu|6 be 4^ and Vertical laps should be 6^ an6anchored approximately 1^ in from the edge. For low slope app|icadony it is recommended' to overlap 50% plus 1^' for complete definition of low slope and gui6e| inesconsult authorities having jurisdiction,. U20 product is nozrecommen6ed for slopes lessthan 2:12. The use of roofing hamm Pneumatic air or gas driven fastener tools is acceptable. The use ofstraiaht edge cu tinq knives is recomr-nenced. FASTENERS: For same day coveracre with primary roofing RhinoRoo-l'U2Ocan be anchored with conosivm resistant 3/8^ head x l^ leg roofing nails (ring shank preferred, smooth leg accepaab|e>.T euse ofevery other anchoring location printed on the product is also acceptable, |fU28 will be left exposed for uptof&days the product must be anchored vvizh l^ plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed onthe facer. DONOT USE STAPLES: the use o|staples to penetrate RhinoRoof° U20wiU void Warranty. ANCHORING: All anchoring nails must be flush, 90 eg,estod`enzof ec6'an ti8htv ththeun6eJaymeru surface and the srruczora| roof deck, Where seams and Joints require sealant or a6hesive use a |o"v so|vent plastic xzofnc cement meeting AST D~1586Type 1. or Federal Spec SS- 153 Type 1 such as Karnak, Henry, O P, K4B' Geoce| or egviva|ent. 4coepta6|e alternatives are 6uty| rw6bei,urethane' and EDPM based cau|kortape sealant. EXTENDED EXPOSURE: HRhinoRoof' U20 product Will 6eexposed longer than 24hours and vptobOdays then product must be attached to the structural roof deck using a minimum 1 ^ diameter plastic ormetal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/ n eta| caps are also acceptable, and itiyrecommended for best performance to use vviththe rough edge facing op, For extended exposure it is always recommended to anchor on every printed position on the facec RhinoRoof° U20 is not designed for indefinite outdoor ex, posure. For extended exposure conJitionsw6e/e driving rain or strunqwinds are expected it is recommended tutake additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could beusedbetween the laps urapeel and stick tape could beapplied tothe overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should 6efollowed onsteep slope ro0fS'Such asuse oftie-off». toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guide|ines, S|ipresistancemay vary with surface con6itions om debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can nasu|x in seriuuy iInJury. Depending on roof pitch and surface conditions, blocking may benequivedtoyuppoumaterials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. nterVVrepm Roofing Products Division Ihar| eston'S[ ° VancooveCB[ ° Mission, BC ° k4ontr6a|'[lc r We!--,: www] nterWrapzom/roofing I E-maii info interwropzom Toll Free: 388 713 7663 1 Tek 778 945 2888 @ Florida Buildim-, Code Online Noe I of 2Z:11 Comments Archived Product Manufacturer Southeastern Metais Mfg. Co. Address/Phone/Email 11801 Industry Drive lacksorvilie, FL 32218 904) 596-4682 3hkelsey,serncilals.conn Authorized Signature Jererny Kelsey IhKelsey Oa sernetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accesso.-tes that are an integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Narne who developed Zachary R. Priest the Evaluation Report Florida License PE-7402 1 Quality Assurance Entity IUL 1-11C Quality Assurance Contract Expiration Date 12/201/2 02 0 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FIL C,CC4 P CO', SEr 14,0,- 1 5a 2,, 17 F,'3'- Eval ReiM , 3, Rid \ e f'- Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By, Sections o-orn the Code 15G3.5 70v 2 ProaucApproval Method Method 2 Option i3 htips: //- www florl dab u i I J in L,. or c, %pr/pr app dtl.aspx"paraiii=\GEVXQAlDq\-BxN-'ti9TrZN,,. 2/6,/2,018 Florida Buildino Code Online Pa4(;e of Gate Submitted 09126,120,117 Date Validated 1_0" 01231 Gate Pending- 1£1C Approval 10115/2017 Date Approved 12/1-4/2017 uenmar of Products Pt # Model, .rnber or tdame Description 16994.' Off Ridge lent 4-ft, 6 ft, and 8-1t off ridge vents for use with asphalt I shingles Limits of Use Installation Instructions Approved for use in HVHZ: No 'n_r Approved for use outside HVHZ: Yes ( idae,-Venl, Final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure:-I-0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 4,`a KS AE r,rti1. 'm `.2 07 7 - 3r.. Iyal 4eLJQ.u: `f_ Created by independent Third Party: Yes m 16994. 2_ -- Tile Off Rldce Vent 4-ft, 6-ft, and 8-ft off rldne vents for Lase with clay or concrete the Limits of Use Installation Instructions Approved for use in HVHZ: No rg ti e o `lie Approved for use outside HVHZ: Yes Impact Resistant: N/A Venf(ed Ly: Zachary R. Priest 74021 Design Pressure: 0/-9 Created by Independent Third Party Yes Other: See Evaluation Report for lit its of use. Evaluation Reports Created by Independent Third Party: Yes G ck Pd xt contact us :: 2Z4lai"uRfM a'a,?aa .n,s e ft__K n 0` Pn Qat 4K7-1SZ1 The `_;fate Of Florida is an AA;fc`cG employe'. C 'X.-,t1 n' 4 *'.r-s-5..`?t gt F'1^eidc.:: p i _ A- s .iw, Staltment :: F.efun:i S_t(gnPnt Under Florida law, email addresses are oabiic records_ If you do not want Your e-mat! acid ess released it response to a public-recrords request, do not send elect one mai'tc Lh:s entih'. Irrstead, cpn.a C. 'he office by phone or by trad,cv al ma, If you have any gteStiDhS, please contact B50.487...9S_ P,trsuant to Section 455. 275{, j, Florida Statutes, effect-ve October _, 2012, lice .see., I`cenyed under Ct auter 455, F.S. xnst provide the Gepaatment with an email address if they ave one. The emads provldee may be .tsed for of izia{ commun.Cat,nn with the '.CenSee, l;oee,e, email addresses are pork reco`d. If you do not wish to supply a personal address, please provide the Department wivl an email address witch carbe made avanaloe to the putbiie. 7e determine if you are a Ircensee order Chapter 45.,, .F, S., please click here . Product Approval Accepts: 7,71 Mr C:; . .. C,a= d Safe hops, 'v, A- zNr.floridabuildin,-.or4. /pr'pr_app dtl.aspx`.IparLalai=1,N7 EN"X \N-tDq-\-BNN-17ug,rrZNI... 2; 61"2018 Certificate of Authorization No. 29824 17520 Edinburgh DrCREEKTampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6" EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc, (SEMCO) Issued October 10, 2017 11801 Industry Drive Jacksonville, FL 32218 800) 874-0335 htt/vv\/v\,v,semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) Wim Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.51 1709.2 Properties: Roof Ventilation REFERENCES Entity Report No Standard Year PRI Construction Materials Technologies (TST5878) SEM-029-02-01 ASTM E 330 2014 PRI Construction Materials Technologies (TST5878) SEM-031-02-01 ASTM E 330 2014 Zachary R. Priest, P.E. (CREEK Technical Services) SEM14003 Calculations 2014 PRODUCT DESCRIPTION Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel, Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4,25-inch high. Vent is available in nominal 4-ft. 6-ft and 8-ft sizes. SEM14001 .5a FL16994-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify, CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does no, express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES-3. LLC PRODUCT APPLICATION Deck Type. Minimum 7/16-inch ARA span rated OSB sheathing or 15/32-inch ARA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements), Roof slope. Minimum 2:12 Installation Height: Maximum 33-ft Roof Cut -Out: 2.5-Inch wide x 42-inch opening for the nominal 4-ft vent 2.5-inch wide x 66-inch opening for the nominal 6-ft vent 2.5-inch wide x 90-inch opening for the nominal 8-ft vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5-inch HVVH screws with 0.5- nch sealing washers min 12 a_ x-1`4-inch rin shank nails with min 3l8-inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5.5- inches o.c, along all four sides of the vent. All loosened shingles shall be adhered down with roof cement/mastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13 .5 psf for 4-ft and 6-ft vents Pressure -18 psf for 8-ft vent Pressures calculated using 2. I margin of safety per 1504,9 SEM14001 5a FL16994-R5 Page 2 of 3 This evaivatior, report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Southeastern Metals Mani'acturina Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC 1 ) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC- 4) SEIVICO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced, 5) Deck substrates shall be clean, dry. and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation, 6) Installation of the roof assembly is outside the scope of this evaluation, 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P,E. have demonstrated compliance with the Florida Building Code, 61n Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ANY R, C'. No 7402 i Z 3 STATE 0 F 0 R CERTIFICATION OF INDEPENDENCE 2017.10.10 10:29.-43 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products Linder this evaluation. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R, Priest, P.E. does not have. nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, MENEM SEM14001 .5a FL16994-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. NUAMI-DAnE COUNTY MIAMIAAD PRODUCT CONTROL SECTION 1180; SXV26 Street, Room ?08 DEPARTMENT OF REGULATORI AND FCONON11CRESOURCES (RER) Miami. Florida 33 175-24 74 BOART) AND COI)E ADMINISTRATION DIVISION T (786) -,15-2590 F (7861) 331 5-2599 NOTICE OF ACCEPTANCE (NOA) -w-wiN.miamidade oo0ei"Innnp" Southeastern Metals Manufacturing Companv, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Thez:1 documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miarm 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 falls to perform in the accepted manner, the manufacturer will ineur the expense of such testing and the .,-kHJ may immediately revoke, 1-nodify, 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 Buildino Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label Nvith the manufacturer's name or logo. city. state and followlih, Z: - Z 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. TEWIVIINATION 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 put -poses shall automatically terminate this 'NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews and revises NOA No. 08-042-3.01 consists of pages I through 3Z Z The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 r ROOFING ASSE:MBLY APPROVAL Cate -ear-, : Roofing; Scab-Cateuor,% : Ventilation Material: Steel Minima Slope: 2:12 TI2ADF NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Manufactured by 'hest Product AM 7) I eeant Dimensions Specifications Description Weather Vent Vent : 4- x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x -52" Thickness: 0.0217 inch. I, Jacksonville, FL VIDENCL SUBMITTED Test .Agency `pest Identifier Test Name/T cart Bate PRI Asphalt Technologies. Inc. TAS 100 SEM-002-02-01 08I14/03 WC -ES ACI32 SFM-027-02-01 011/07.%14 APPROVED APPLICATIONS: Deck. TN7pe: Wood Deck Description: ,-" or greater plywood Or wood plank System Type ,4: Mechanical attachment of vent for shingle roofs Cutout: Mark a 31l2" x 46" opening centered between layout lines and aligned rninimurn 6 inches from the ridge. Set blade to thickness of sheathing and cut opening, gush awav sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening.) and set it in a 1 /8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with Galvanized ring shank roofing nails spaced approx. 8" ox. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange ith an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04,/1-5'19 Approval hate: 01f23f14 Page 2 of 13 UMITATIONS: 1. Refer to applicable building code for required ventilation. 2. N'eatherVent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roof's only. 4. Weather Vent shall not be installed on roof mean heiQlhts _,reater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or louo, citv, state, and followim, statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: CMMIAMI DRAWtNGS 0 0 ROOF FLANGE NAIL PLACEMENT 9 0 0 END OF THIS ACCEPTANCE QM NOA No.: 13-0814.08 MIAMI MMM= Expiration Date: 04/1-5/19 Approval Date: 01/23/14 Page 3 of 3 UNIVERSAL UES Project No: 01101700817.0000 Workorder No: 9371224-2 QuIFW 5111 %7 Irm VW M I 111W %7 WW- WV 4-7 Report Date: 411612010 Consultants In: Geotechnical Engirwering - Environmental Sciences Geophysical Services - Construction Materials -resting - ThresWd Inspection Building Inspection - an Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407A23.0504 - F: 407423.3106 Ia-Place Density Test Rgport Client: ITS Technician: Alberto Aguirre 5200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 04/16/2018 Project: Wyndham Preserve, House Lot Testing Area Tested: Lot 75 3930 Night Heron Dr TvDe of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor axi um ptimumTestFieldDryFieldSoil Native Test Density Moisture Density Moisture Compaction Depth Pass ri Location of Test Range wo I Pcf) I (%) inch) or Fail 6 North Footing 0-1 ft 106.8 M6 108,2 12A 101 N/A Pas 7 West Footing 1-2 ft 106.8 10.6 107.9 10,6 101 N/A Pas: 8 South Footing 1-2 It 106.8 10.6 104.6 10,9 98 N/A Pas! 9 Southeast Corner Of Pad (TOF) 1-2 ft 10&8 10.6 105.8 11.1 99 N/A Pas 10 Northwest Comer Of Pad (TOF) 2-3 It 10&8 10.6 102,6 9,9 96 N/A Pas: r- , —f— f- I ff— Li. hF.n —4 --h—, nH --'+e — —J—W—A — --f" —A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value:$ 5138,00 Job Address: 3930 Ni ht Heron Dr Sanford Historic District: Yes No Parcel ID: Residential 2 Commercial Type of Work: New Addition IJ Alteration 1:1 Repair El Demo El Change of Use El MoveE] Description of Work: Plan Review Contact Person: _PaUjB_Daq1ey_ TitIe:_p2fjnft_GjejK_ Phone: 407-975-2762 Fax: _4Q7_62Q_Uo7 Email: permitting @onestopcoo in com Property Owner Information Name -park-S4uam - _4QZ__ Hames._ Phone. -529- 00 Street: 01_VineJancLRd_#21 t___ Resident of property? : City, State Zip: __QrL-LndQ_FL__a2Bj_j_ Contractor Information Name One Stop Cooling & Heatitjg_,_LLC Phone: 407-975-2762 Fax: 407-629-9307 City, State Zip: DjeLF&q_rk_ State License No,: CAC 032444 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. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application is 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 inay be additional permits required from other governmental entities such as writer management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ot'Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the tinic 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 perinit is issued, in accordance with local ordinance. Short)(] calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pci-roit is issued\ OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and tbat all work will he done in compliance with all applicable laws regulati ig bstructipri and zoning. Signature wner/Agent --- -- - -------- - [)are- Si nature ot'doraractor/Agent Date K& min Print 0wrier/Agent's Name Print Contlactor/Agent's Name S igmaure ot'Notary-State of Florida Date Signature oY lit.1 KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm, Expires Apr 4, 2020 Owner/Agent is — Personally Known to Me or Contractor/Akre t Produced ID --- Type of ID Produced ID __ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Eflectrical 0 Mechanical [J I)Iurnbing] GasE] RoofE] 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: YesE] NoE] // of Heads Fire Alarm Permit; Yes [] NoE] APPROVALS: ZONING: ENGINEERING: COMMENTS: HM WASTE WATER: 13UII.,DING: Revised: June 30, 2015 Permit Application AV " I'vpeofWork: New& AdditionEl Alteration[] Repair[] DemoEl Change of UseEl Move El kI e- Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Im HE= Property Owner Information Phone: Resident of property? : Iml Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Nance: Phone: Street', Fax. — City, St, Zip: E-mail: Bonding Company: Mortgage Leader: 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised June 30,2015 Pernift Application a 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 7 B. The City of Sanford requires payment of a plan review fee at the time of permit submittal.: 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 perrnit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will Ise done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print owner/Agent's Name EM Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID,_ Type of ID Si , ture 6' on for/Agent Date Print Contractor/Agent's Name 4 00 F E r, orl 7Fie (if F(prl d a 7_?o FF 120855 Contractor/Agent is Personally K rf()W ftlp Produced ID Type oflD Permits Required: Building[l ElectricalEl lechanicalE] Plumbing[:] Gas[] RoofEl Construction Type: Occupancy Use: — Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: 9 of Stories: New Construction: Electric - # oft mps ._ _ Plumbing - ft of Fixtures__ Fire Sprinkler Permit: YesEl No [:1 4 of Heads ---- Fire Alarm permit: YesEl No APPROVALS: ZONING: --- UTILITIES: — WASTE WATER: — ENGINEERING: FIRE: BUILDING:— COMMENTS: Revised; June 30, 2015 Permit Application 15 lightyears, Inc 776 Bennett Drive To: Local Building Department ityears The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through 121F.-TWIMMI111111111111M. WaMBUSM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401 2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. Tie are Tvar Ulf mei CIWIJZ,> f-iUfIU o sianTal I U TTILLdl process anZY would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require, Tim Smith 951-3236 tsmith@151ightyears.com Respectfully, Timothy` Smith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member Building Officials Association of Florida Member and Code Development Committee participating member Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Permit #: job Information wilder: ?pjrV_1!!;q(ja/C 0P\C5 Community: td) r\,&ka Lot: 75 Address: 1-1e 4 WC e*r\a Unit: City: A%M-ra I C( State: Ft. zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air I changes per hour at a pressure of 0,2 inch w.g, (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Catic (Performance) or R406-2017 (ERI): x 60 = 4 4 CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS (Mechanical Ventilation is not required) 40 Code software calculated PASS (with Mechanical Ventilation) 0 Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489,105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official, Testing shall be pet -formed at any time after creation of all penetrations of the building thermal envelope. During testing: l.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3-Intenor doors, if installed at the time of the test, shall be open. 4.Extenor doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.1-eating and cooling systems, if installed at the tirne of the test, shall be turned off. 6.SL)pply and return registers, if installed at the time of the test, shall be fully open, Testing Company Company Name: 15 bgtty ears Inc —Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the cam Hance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification -#: 2DNABl_ Issuing Authority: RE5BEI- Copy of License ! Ce,,'Vicate of the tester nm!st be attached), Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Permit job Information Builder: Community: Lot: Address: Unit: City: State: Zip: Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systerns cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Iotah To qrialify as ''SUbstantially leak free" On Total tnLlSt be less than or equal to 0.04 if air handler unit is installed. If air haindler urn is not installed, Qn Total rnust be less than or equal to 0.03, This testing method meets the requirernent's in accordance with Section R403,13. Is the ait, hondler unit instolied during resting? 1:1 YES ONO 0 Performance / ERI Method cfin2S (111ul, or T-otal) I o civalify usim-y this method, Can insist be greater than the00 Qn proposed duct leakage Qn, specified on Form R405,-201 7 or R406-201 T Total of all Total Conditioned Square Footagesysterns eul oge Type seYctea on Fopm Qri sPecified oo orm R-105- 7 940S-2017 gy R4 0 6 - 2 0 17 (En, rgry, ci r R 4 06 - 2 0 17 PASS L- i Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489. 105(3)(0, (g) or (i), Florida Statutes, Testing Company Company Name: 15 Lightyears, Inc Phone: I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: of License I Certificate of the tester miust be attached') 2W,-4cate of Achievement HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 Tim Smith, ES ET Quality Assurance Designee loom0151*11'shtxlearsjI RESNET QA Provider # (1998-199) CITY OF SANFORD BUILDING & FIRE PREVENTION V g c,- PERMIT APPLICATION 01 Wo c)n j- ly) c) c,_ Application No: Documented Construction Value: $ Job Address: -3- Historic District: Yes No Parcel 11): Residential rclotnmercial Type of Work: New-R'Addition [I Alteration [I Repair 0 DemoE] Change of Use[] Move El Description of Work: T--ai-Ojr-icc-4 -) ILL-k Plan Review Contact Person: Phone: Name Street: City, State Zip: Im Fax: Email: Property Owner Information Phone: Resident of property? : Phone: 3-1-3--91-03LLO-5 "'A Name Street: f Fax: State License No.: City, State -33 1-J3----- Architect/Engineer 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 COMMENCEMENTr 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 ail laws regulati ng construction in this jurisdiction. I understand that a separate perrinit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application dditional restrictions applicable to this property that may benadditiontotherequirementsofthispermit, there may be, a , I ermitsrcquired fron, other governmental entities such as waterfoundinthepublicrecordsofthiscounty, and there m ' ay be additional -pen management districts, state agencies, or federal agencies. I - -tY of the requ irements of Florida Lien Latin, 1-S 713willnotifytheownerofthepropelAcceptance, of permit is verification that L al. A copy of tile execirted contract is required The city of Sanford requires payment of a plan review fee at the time opermpermt submitt tion value of the job at the time of submittal, n: review charge and will be considered the , stitconstrue in order to calculate a pla figured based on the current ICC exec tTablein effect at the time the permit is issued, in The actual construction value will be fig d the actual construction value, accordance with local ordinance. Should calculated charges figured off tile executed contract excee credit willbeappliedtoyourpermitfeeswhenthepermitisissued. ng in' strUctiOformatiotxn au is acurate and that .,III work will OWNER'S AFFIDAVIT: I certify that all Of the f0rcgOi ll cnmg. be done in compliance With all applicable laws regulatinf-I cot Date Signature of Owner/ Agent, rnmt_owrrer/Ageot' s Name of -N-taq- Statof Florida Date e, Owner/Agent is Personally Known to Me or Produced ID Type -0. 0) Print Coll ge n t's Name q/ star-- fF, i Date Angift C) Ir Sigriature gV' Motary claMission # GG151707 15, 2021 ExplTes, WON b0l)'JVUIt" Contractor/ Agent, is ` P e sonally KnoWntg-lYtt' e, 4' Produced ID ____ TYPe 13EL0 W IS y 0 IR-_00 FIA FA I %CEE VJS EE 00N, LL'V_ echanical Plumbing[] Gas[] Roof permits Required: Building, E] Electrical El M Flood Zone: Construction Type: I Occupancy Use: ey Lold: #,of Stories--._ Min. 0c.cup-an total Sq Ft of Bldg:_ flumbing - H Of Fixtures-- Nevv Construction: Electric - # of Amps--- No[ Fire, Alarm Permit:' YesFireSpriuklexPermit. Yes[] NoEl APPROVALS: ZONING: _UTILITIES: — ------------WASTE FIRE: BUILDING'__ —- ENGINEERING: COM1\ 4ENTS: Permit ApplicBUOR p,evised: Jime 30, 2015 AGPE.OPERTY OWNER OR 11US —IS AGE-NT: PARK SQUAlak, 1-10WS AQz a: 5200 VINELAND RD QiLry: ORLANDO Aju: FL CONTRACT AGREEMENT 3 QB tA Nlr-, OFFPAGE, 3 OF 4 05RAK ll DATE: 6/21/2017 A"'P-SE 'iv CTRICAL CONTRACT REVISED 1XWEI, I — WITI I CFI, DULL GAS/FJECTRlC ARK, ORI, ANDO crry- SANFORD FL WYNDHAM PRESERVE SERVICE PLAN SIZE SQ FT A/C SYSTEM C"TPRICEkW HEAT 240V, 60A 1 0W3.00 6,663-00 BARCELONA 2- 00A 2392- 5-TON AC 240V, 50A 0 to -kW HEAT 240V, 60ACARNIVAL 61667.00200A24025-TON AC 240V, SEA lo-kW HEAT 240V, 60A 8,477, 00 CYPRESS 200A 3449 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,992. 00 GLASTONBURY 200A 2798 5-TON AC 240V, 50A 8-VW HEAT 240V, 50A 5,740. 00 MADRONA 200A 2091 4-TON AC 240V, 40A 8-kW HEAT240V, 50A 5,455.00, MARGATE 11 200A 1966 4-TON AC 240V, 40A 8-kW HEAT 240V, 50A 5,701.00 MELBOURNE 200A 2107 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A 4,279.00 MILAN 200A 1349 3-TON AC 240V, 30A 10-kW HEAT 240V, 60A 6,281.00 PEM13ROOKE 200A 2570 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A_ 6,616,00 PENNSACOLA 200A 2570 5--TON AC 240V, 50A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: DATE- 4 Skipper Road a TaTnpa, Ft.. 3 13 -Phorie:(813)910-3403 Fax:(81 3)910-8546,p www.EdmonsonElectric,com FLONDA LIUNSEA LOIJ005408 MOPEKiyowNERORHI AG-E-NT: PAWKSQTJ,,Vla, HOMES ApDRE 5:5200 VINELANDIRT) grTy- OR-LANDO jA_jjf_'_,: FI t-,ONTRACT AGREEMENT PAGE nF', 4 DATE: 6/21/202017 Dg,-uKFNT: ELECTRICAL CON'FRACT REVISED FUEL: GAS/ELEC':rFJ(l' Fc: LEVEL I - WITT CF BULBS mmKET: ORLANDO CITY: SANFORD WYNDtiAM PRESERVE SERVICE PLAN SIZE SQ FT A/C SYSTEM PRICE. 10- kW HEAT 240V, 60A __ 6, 663,00 13ARCELONA 200A 2392 TON AC 240V, 50A 0NAio- kW HEAT 240V, 60A 61667, 00 CARNIVAL 200A 2402 5- TON AC 240V, 50A 10AW HEAT 240V, 60A 8, 477.00 CYPRESS 200A 3449 5- TON AC 240V, 50A 10AW HEAT 240V, 60A 6, 992.00 GLASTONBURY P200A 2799 SJON AC 240V, 50A 8- VW HEAT 240V, 50A 5, 740-00 MADRONA 200 200A2091 4- TON AC 240V, 40A 8- kW HEAT240V, 50A 51455. 00, WARGATE11200A9' 19664- TORAC 240V, 40A 8- kW HEAT 240V, 50A 5, 701,00 MELBOURNE 200A 1( 7 2104- TON AC 240V, 40A 5- kW HEAT 240V, 35A 4, 279.00 MILAN 200A 1349 3- TON AC 240V, 30A 10- kW HEAT 240V, 60A 6, 281,00 PEMBROOKE 200A 2570 5- TON AC 240V, 50A 10- kW HEAT 240V, 60A 6, 616,00 PENNSACOLA 200A 2570 5- TON AC 240V, 50A CONTRACTOR/ OWNER: 7 DATE - DATE: UDIVIONSONELECTRIC: 1 03. 4 skip - per Road Tampa, - F1 3 w-Phone,:(813)910-3403 Fax:(813)910-8S46 www.Edmonsonl ectric.com FLORIDA LIUNSEU E013005408 A EMENTAGRE 1 YiVD AfVl PRESERVE SERVICE PLAN SIZE SQ FT A/C SYSTEM PRICE CEL 10-kW HEAT 240V, 60Av0-k 3.006,663.006,66 BARCELONA 00 A200A 2-392- 5-TON AC 240V, 50A5_ t 10-kW HEAT 240V, 60A 61667.00 CARNIVAL 200A 2402 5-TON AC 240V, SEA 10AW HEAT 240V, 60A 8,477.00 CYPRESS 200A 3449 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,992.00 GLASTONBURY 200A 2798 5-TON AC 240V, 50A 8-VW HEAT 240V, 50A 5,740.00 MADRONA 200A 2091 4-TON AC 240V, 40A 8-kW HEAT 240V, 50A 5,455.00, WARGATE 11 200A 1966 TO4N AC 24OV, 40A 9-kW HEAT 240V, 50A 5,701.00 MELBOURNE 200A 2107 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A 4,279.00 MILAN 200A 1349 3 TON AC 240V, 3 OA 10AW HEAT 240V, 60A 6,281.00 PEMBROOKE 200A 2570 5-TON AC 240V, 50A 10AW HEAT 240V, 60A 6,616.100PENNSACOLA200A2570 5-TON AC 240V, SOA CONTRACTOR/OWNER; Et MONSCIN ELECTRIC: 1034 Skipper Road Tampa, F DATE: 7 DATE: li"-thone:(813)910-3403 Fax:(81 3)910-8546 www1cirnonsonElectric-com FLOMA LICENSE, V L,(',1300408 PROPEWFY OWNER OR HI'S--.AGL,NT: PARK SQUARE HOMES PAGPL-i—l—L or - 1 4 ' JOB NAME: DATE- 6/21/2017 'I Rocum bENT: ELECTRICAL CONTRACT REVISE acc: LEVEL I -WITH CFL BULBS Fjaij,: GAS/ELECTRIC ABt s :5200 VINELAND RD KET, MA—R,T: ORI,AND0 5j jf,,- FL CITY- SANFORD 11T . S ciTy: ORLANDO Iffiffiffiffiffilm SERVICE PLAN SIZE SQ. FT A/C SYSTEM PRICE 10- kW HEAT 240V, 60A SEBRING 200A 2410 6,758.00 5- TON AC 240V, 50A 8- kW HEAT 240V, 50A SORRENTO 200A 2078 5,465.00 4- TON AC 240V, 40A 8- kW HEAT 240V, 50A SPRUCE 200A 2774 7,264,00 4- TON AC 740V, 40A 5- kW HEAT 240V, 35A SUNDANCE 200A 1730 5,081.00 3- TON AC 240V, 30A 10- kW HEAT 240V, 60A TELLURIDE 200A 2637 6,601.00 5- TON AC 240V, 50A 8- kW HEAT 240V, 50A TRIBECA 200A 1986 5,608.00 4- TON AC 240V, 40A 10- kW HEAT 240V, 60A TUSCANY 200A 2718 6,818,00 5- TON AC 240V, 50A 8- kW HEAT 240V, 50A WALTON 11 200A 1811 5,110.00 4- TON AC 240V, 40A QTY 2) 5-kW HEAT 240V, 35A WELLINGTON 200A 3075 7,587,00 QTY 2) 3-TON AC 240V, 30A CONTRACTOR/ OWNER.- DATE: EDIVIONSON ELECTRIC: DATE: 7 77,77- 7. 1034 Skipper Road a Tampa, F Y33 3 *'Phone,(813)910-34 3 Fax:(813)910-8546 s www.EdrnonsonE[ectric,com FLORIDA 1JUNISF. H UC13005408 DESCRIP7I0N AS FURNISHED: Lot 75, WYNDHAM PRESERVE, os recorded in Plot Book 81, Pages 9, I: -)rough 102 of the Public Records of Seminole County, Florida. 130UNDARY FORKER7ITT D TO: Dark Square Enterprises, l_E_C (a Delaware Corporation); Winderweedle,, Haines, Ward &: W00dr-n an, FAA; Attorneys' litle, Insurance Fund; Bark of America Sf-, I&ACKS A.5 FURNISHED FROINT 25'(•) 20' 5' (40' LOT) 7.5' (60' LOT) 10' (7.5' LOT) DE STREET = 25' (60' & 7.5' LOT;) 15' (40' LOT) 1) 25' FRONT SFTBACK CAN BE REDUCED 1G 20' ON CERTAIN LOTS, NO MORE THAN 2) itf SUCCESSION AT 20' ANp A MINIMUM el' 7.50' I 7.50' a] REMAINDER OF' LOT 7 PALMER'S SUBDIVISION PB 2, PG 4 1 _ 60.00 10' FENCE ESMT, 1 LOT 75 2&69' 28_69' 7.50' Cr O 4 11 o _ FORMBOARD FOUNDATION TOF- TOP OF FORM FORM AVERAGE-= 22.49' f NOTE: NO CURVE. PER PLAT' R=61,00'ti3 51re-61. DO' CALC) l,-=36.O3'-' C,-35.51' 713-67 I7°12'09` E t4 Q 7, 0' OF 0, tea. 7.50, 25,92 10' UT((.. ESMT. P. C. 25,20' S 00°1 & `5'7" .E (B.B) 15. d '7' LOT '74 YtC 1T .t1.17Cfty 50' PRIVATE P/D/ e l ayyC GI` PLOT PLAN AREA CALCULATIONS Of (2) IN SUCCESSfON AT 25' TOTAL LOT AREA 7.293 -- SQUARE FEET Gt>O ,EU FINSHED SPOT GRADE ELEVAPON5 FLATWOfi'}< OPJ/OF`E LOT Tt>IAL. ± SQUARE FEET FLAiWORK 017A1NAGE F>t.ANS DRIVE 4051 11 1= 516 ± SQUARE FEE FOUNDAT IONIPAO 2,484 t SOUARt PROPOSED OPOSEDDRAINAGE FLOW cS C WALKS 671 252= 319 ± SQUARE FEET REAR RATIO 1 36 E SQUARE FF € ' F 9(?lNG TYPE A MOO {5( I0,Y FRONT PORCH DECK 64 ,¢ S(?t l sa { t t °. SOD 4, 12.41 190 =, 4,314 ± SQUARE FEET POOL DECK NIA t 5GUARI F L aE' F.F, PER PLANS - 22.4' NOTE: FRONT S:`,pK4YALtC AND STPE'ET LOCATION TAKEN FRORf PLANS hRpVtl?Ep 6Y Gt1EN7 ° NOT FIELD CtZtF £;? A,' 5,S`OC,, INC. ___ I,AAITD SU i 111,' V 'i f SEND - LEGEND PLAT PdIL. R POINT ON LINE_ 4i4Qp E. COLONIAL DR. ORLANDO, FL. 32807 (407)--277-3232 FAX f' SELD SYA. TYPICAL FJ07%1,C e iO PIPE FR.L, P[IIKi OF REVERS[ CURVATURE I THE UNIARSIGNED DOE'S HEREBY CERTIFY NUT TWS SURORY, MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLOR@A 81 -`O C w IRON ROD P,C,C. m POINT 4F COHPHUNI CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ--T7 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLCC N CLNCPETE MONTRIC T TAB. ° RADIAL. !4 S'A?'+3.Y LR. r/RLB 4'596 N.R. NON ARLAD AL 2. UN2.ES5 Eta€TOSSED WITH SUM-''YOR'S 9tGNATVRE AGO ORIGINAL RAISED SEAL, 7WtS SURVEY MAN' OR COMES ARE NtiT VALID. RECOVERED Wf. x HITNESS POINT 3, TH.S SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE EITHER RESTRICTIONS B. a POINT OF BEGINNING CALC. CALCULATED OR EASEMENT[ THAT AFF7'T%F THIS PROPERTY. F CUINT OF C(IMFNGCtPENT PIRA " PCRMAW-NT REFERENCE MC}NMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, C0171F; LIGE F.F. +' FINISHED FLOOR ELEVATION 5. P'IF SURVEY 15 PREPARED FOR TNT SOLE GENfFTT OF THOSE' CERTIFIED TO AND SHOULR NOT BE' RELIED UPON By ANY EITHER r1N177` s NAIL & DISK B.SA.. p BUILDING SCTDAGU LINE; RIGHT - Cie -WAY B.N. BENCHMARK 6. OMENSIONS SHOWN FOR THE LOCATION Of IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOtJNOAR1' ONES, F 1MT. n EASEMENT B.D. a BASE BEARING 7, HEARINGS, ARE RASED AS OMEO !DATUM AND ON THE LINE SHOWN AS EASE BEARING (B.6.) i. f• h d DRAINAGE: --- H. ELEVM ONS, IF SYIOIVN, ARF EP SEV ON M' TIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. ik UTILITY CHAINLINKFENCE 9_ CERTIFICATE CF AUTHORIZATION NU, 4596. m... ..... C[ B F aar4xccIcBLncx SCALE — 1 POUTF OF CURVATURE------^— F PRINT OF TANGENCY DESCRIPTION CERTIFIED BY:; DAiC GS JtR RAS. US PLOT FLAN 7--15-i8 TU4 .. ne TL NGHR fORM00ARO FOUROATION,/ELE'YS. 04--16-78 236I-1F a CHORR CHARD PEARTNU NORTH HIS U ltt OIN(APROPERTY DOES NOT LIE W17HIN t ` F EF ALIUSHEO TOO YEAR FLOOD PLANE A5 PER "MRM" "(Oha "H( EN1t!" F IT ,# 4714 ZJN` T, X. PAP / 12117CO090 F (09-28-07) J, AME4 SCOTT, R,L.3 4601