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HomeMy WebLinkAbout3801 Night Heron Dr 18-1139COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000098 BUILDING PERMIT NUMBER: 18-10000098 DATE: February 06, 2018 1?_ I139 1 b d- T 1 Co - UNIT ADDRESS: NIGHT HERON DRIVE 3801 17-20-31-502-0000-2160 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square Enterprises LLC ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811 LAND USE: Wyndham Preserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3801 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 216 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 SingleFamily Housing54.00 1.000 dwl unit SC 54.00 ORD Family Housing 51000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE// RF[ RESCUE, LIBRARY AND/OR EDUCATIONAL O ISSUANCE OF A BUILDING PE IT. P PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES J, MUST BE QSEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAR CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE GRANT MALOYr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT & COMPTROLLER SK. 9117 Ps 890 (1P9s) CLERK'S A 2018045293 RECORDED 04/25/2018 03:51:V3 PM RECORDING FEES $10.00 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brans Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 1)(-' Parcel ID Number. 17-20-31-502-0000- 111D O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)_ 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square -Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MID= 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(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4t-1-- Signature of Owner or Lessee, or Owners or Lessee's Au1hoA2ed OMcer0ractodPamer/Manager) Vishaal Gupta, Executive Vice President Print Name and Provide signatory's THIMAee) State of F IA 6 d A County of Oran Q6&, The foregoing Instrument was acknowledged before me this day of 1tir' i 20 g by V 15 t. Who Is personally known to meWOR Name of person Maki statement who has produced Identification type of Identification produced: ME Notary Signature Tt3de IL Ploloeflnp NOTARY PUBLIC STATE OF FLORIDA CtmtIN 00012888 Elt m 8/1 WIMI Ci r•COI t G1IANTMALOY CI L;t:i Or Tf; :;i! , ti l COUIlT •= A:'0 COS:,' SE,. '.,r, city Of Sir CITY OF SANFORD BUILDING & FIRE PREVENTION u Mai MAR 1 PERMIT APPLICATION Application No: /,3 Plannir 5 Documented Construction Value: $ Z 54224P Z1t'i L3• 1 U Job Address: 3801 Night Heron Drive, Sanford 32771 (Lot 216) Historic District: Yes No Parcel ID: 17-20-31-502-0000-216 Residential® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison0parksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? • No City, State Zip: Orlando, FL 32811 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 License No.: CRC1330351 ArchitecVEngineer Information Name: Michael A. Thompson Phone: 407/721-2292 Street: 4401 Vineland Road, Suite A-6, Fax: City, St, Zip: Orlando, FL 32811 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 5'X' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z(/ S - 1 • I & Signature of Owner Agent Date Vishaal Gupta Print Owner/Agent's)Wm- e Signature f Notary -State of Florida Date r'i "•.., MICHELLE PARDAton, r Notary Public - Stal Commission # GG ra *c3 f My Comm. Expires N uc ,. • Banded Ulleugh Netlanal Owner/Agent is . Produced ID Type of ID IeL S•1.16 Signature of Contractor/Agent Date Vishaal G Print Contractor of 7y*..: MICHELLE PARKISON Notary Public - State of Florida Commission # GG 157861 a, 1 My Comm. Expires Nov 5, 2021 Banded IMP* Natrona) Notary Aeon. Contractor/Agent ism' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical Z Mechanical [9 Plumbinga Gas[] Roof Construction Type: `f 6 Occupancy Use: ?—'75 Flood Zone: )Q' S C17 Total Sq Ft of Bldg: 2,5153 Min. Occupancy Load: 13 # of Stories: / aTr)kc qED New Construction: Electric - # of Amps ?,4YQ Plumbing - # of Fixtures /6 Fire Sprinkler Permit: Yes[] No 2( # of Heads Fire Alarm Permit: Yes NoR APPROVALS: ZONIN 0 UTILITIES: 3 "'$ WASTE WATER: ENGINEERING: #-I %C 3'7,'7'I6FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 4(a - k *I* i't - totw. o Mclrem& it - 13, uk BUILDING: I"ii Revised: June 30, 2015 Permit Application WR CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /Y-- // Documented Construction Value: $ 125,625.00 Job Address: 3801 Night Heron Drive, Sanford 32771 (Lot 216) Historic District: Yes No Parcel ID: 17-20-31-502-0000-216 Residential ® Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Title: Permitting Manager Email: mparkison@parksguarehomes.com Property Owner Information Phone: 407-529-3000 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 License No.: CRC1330351 Architect/Engineer Information Name: Michael A. Thompson Street: 4401 Vineland Road, Suite A-6, City, St, Zip: Orlando, FL 32811 Bonding Company: Address: Phone: 407/721-2292 Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sn' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. lae& i S.I. 18 Signature of Owner Agent Date Vishaal Gupta Print Owner/Agent'sVrhn-e 3 • ke Signature f Notary -State of Florida Date 7" • MICHELLE PARKISON f Notary Public — State of Florida Commission If GG 157861 t My Comm. Expres Nov S. 2021 eandAd UutAroh WWINaUuy Alen. Owner/Agent is . - Produced ID Type of ID S•1.16 Signature of ontractor/Agent Date Vishaal Print Contras of 3.1•18 MICHELLE PARKISON Notary Public — State of Florida Commission 8 GG 157861 My Comm. Expires Nov 5, 2021 8ond9d NdWdNQ"Ann. Contractor/Agent ism' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: . "If WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application pi 87t-0- '1 City of Sanford Planning and Development Services Engineering — Floodplain Management 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: mparkison@parksquarehomes.com Property Address: 3801 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2160 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1139 Reviewed by: Michael Cash, CFM Date: March 19, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F_°8 7- Landscaping in Right -of -Way www.sanfofdfl.gov Department of Planning & Development Services 300 North 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 jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the wa,.wwtihelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call beraeyou dill, 1. Project Location/Address: 3w\ N kQh 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Stan Date Completion Date 4. Brief Description of Work: Other: Construction of new driveway for new single family residence This application is submitted by: Properly C+wner.k( Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: ( 407) 529-3135 Fax: Emergency Repairs Email: mparkison@parksquarehomes.com Date: A. / • /P Maintenance Responsibilities/Indemnification The Requestor, 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. Requestor 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, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or 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 Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, 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 the 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: Date: This permit shall be posted on the site during construction. Please call 407.688.6080 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: Z ! - W6 Date: November 2015 ROW Use Driveway.pdr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 • l • lQ.> I hereby name and appoint: David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: N'oNA ! letro•.. J ,v st .. Sox-&nyo Street Address) Expiration Date for This Limited Power of Attorney: ta' 31. 1 License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this I day of rn0.X6- , 200 1, by Vishaal Gupta who is q(personally known to 1ne or o who has produced as identification and who did (did not) take an Signa re Notary Seal) MICHELLEDPARKISON; tNotary PublicaCommission My Comm. Exp21liurWadIhtatwhN4i. Rev. 08.12) h —,,CI& Print or type name Notary Public - State Commission No.GC-L \51Rffl I My Commission Expires: t14 5 F rya STATE OF FLORrA A. °` DEPARTMENT O ,USINESS•AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD C,t• 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUP TA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32311 850) 487-1395 Congratulations! With this license you become one of the nearly Tli j one million Floridians licensed by the Department of Business and :4 Professional Regulation. Our rofessionals and businesses range A STATE OF FLORIDA '^ from architects to yacht brokers, from boxers to barbeque g " '- DEPART. ii kT_@F-€3.USINESS AND restaurants, and they keep Florida's economy strong. = PROF.E'§§[- .E ECULST ION 3303RC151;''..'SDR__07/28/2016 EverydayweworktoimprovethewaywedobusinessinordersCtosense you better. For information about our services, please '' -- •' ^ log onto www.mytloridalicanse.com. There you can find more CERTIFIED RESlQE[ (E 6 Iq 07' OR information about our divisions and the regulations that impact n GUPTA, VISHAA Se you, subscribe to department newsletters and learn more about oARK.SOCIftESr J the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, rs:C,EarrFieo irrrder.• the..proqisioas or c'n5. and congratulations on your new license! sxprdtiea.dyate.;AUG,]f+2418 P `may y,,.=M jLtfi0I2?UaG2tG0, - - - DETACH-H ERE - RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSI&ESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD KEN LAWSON, SECRETARY CRC1330351 The RESIDENTIAL GUNTRgG I UK Named below' IS CERTIFIED Under tEie provisions of Chapter 4139 FS. Expiration date: AUG 31, 201.3 GUP•TA;`VfSHAAL S -' : _ PARK "QuARE..L1.ONIE — 320QA/INEItAJ.1 R.- L -- — _ — n A ® m CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DO/YYYY) 6/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown b Brown of Florida, Inc. 2290 Lucien Way Suite 400 Maitland FL 32751 NAONTACT Julie Rwack PHONEEI, (407)660-8282 FAXCNo•(407)660-2012 Eo aL :jkwack@bborlando.com INSURERS AFFORDING COVERAGE NAIC 0 INSURERA.United Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32811 INSURER B:Travelers Casualty Co. 41769 INSURER CAmerisure Mutual Insurance Co 23396 INSURER Navi ators Specialty Insurance INSURER E : INSURER F : rnvcoAr--cc r'FRTIFICATF NUMREP CL1753111504 REVISION NUMBER: vTHIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE AO0LSu8R POLICY NUMBER POLICY EFF MM/00 POLICY EXP MMI00 LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS-MAOE a OCCUR PREMISES(Eaaccurrencel S 300,000 MED EXP (Any one oerson) S ExcludedAT4ATL17104106/1/2017 6/1/2018 PERSONAL 3 ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 PRODUCTS-COMPIOP AGG I S 2,000,000 POLICY jE p LOCROTHER: BI 1 PO adNor Personal 8 Ad S AUTOMOBILE LIABILITY CO aBcciden SINGLE LIMITINED I $ 1,000,000 BODILY INJURY (Per person) TS B X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOSNON -OWNED HIRED AUTOS AUTOS 8A-8B637451-17-SEL 6/1/2017 6/l/2018 BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident) S PIP -Basic S 10,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE I S 5,000,000 X AGGREGATE S 5,000,000 A EXCESS LIAB CLAIMS -MADE BTN1743932 i OED I X I RETENTIONS 0 s6/1/2017 6/1/2018 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPMETOWPARTNER/EXECUTIVEANY OFFICFPJMEMBER EXCLUDED? Mandatory In NH) NIA WC2105269 6/1/2017 6/1/2018 X PTA T ORH E.L.EACH ACCIDENT 1,000,000 E.L. DISEASE -EA EMPLOYEE S 1,000,000 E.L. DISEASE - POLICY LIMIT S 1 .000 000IfYes, describe under DESCRIPTION OF OPERATIONS below A Excess Liability SON1710005 6/l/2017 6/1/2018 Each Occurrence $4,000,000 4M xs of $SM Aggregate $ 4 , 000, 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space is required) Exess Liability - $5M XS Of $9M Carrier: Navigators Specialty Insurance Company Policy #: IS17EXC810641IC Effective: 6/1/2017 to 6/1/2018 Limits: Each Occurence or Event - $5,000,000 r`L'Orlet!`A Tc UnI neo CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford P.O. BOX 1788 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL' 32772-1788 AUTHORIZED REPRESENTATIVE T D'3van=o, CPCU, CPA ^"' f C°--. 1988-2014 AGURU CORPUMA i iCiN. AN rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 nmm11 w VA Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC 0. COMMENTS/REMARKS General Aggregate - $5,000,000 Products Completed Operations Aggregate - $5,000,000 Inland Marine Carrier: Amerisure Mutual Insurance Company Policy #: IM2105271 Effective: 6/1/2017 to 6/1/2018 Limit: Rented/Leased Equipment - $40,000 Max Limit Any One Item Deductible: 1,000 per Occurrence OFREMARK COPYRIGHT 2000, AMS SERVICES INC. 1 Page 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Rev, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite' 101 Winter Park, FL 32789 I IIIIII lilll IlIII lilll IIIII Illll NII lilt GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8965 Pss 144-147 (4Pis) CLERK'S Q 2017073301 RECORDED 03/0-/2017 09:40'53 AM DEED DOC TAX 525,116.00 RECORDING FEES s35.50 eCORDED BY hdevore SPACE ABOVE THIS LINE FOR RECORDING DATA) SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of August, 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 herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special 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. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and 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, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. . TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO BOLD 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 otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorpomted herein by this reference, all of which, by reference hereto, shall -not serve -to reimpose same. - Book8965/Page-144 CFN#2017078301 Page 1 of 4 http ://o fficialrecordsbv. semino teclerk. oro ro wserV iew/ 8/24/2017 Page 1 of 1 IN WITNESS WREREOF, 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 U Print Name ScLLE.f-S'- ( Y') . Pa ee Print Name: R. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON IIWEST NMNTS LLC, a Florida limited liability company By: 64 Ro ert rt, ss ripresentative The foregoing instrument was acknowledged before me this 2 7 day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL' C, a Florida limited liability company, on behalf of said entity. He is personally known to me or ha i 4t m aa"aVAN rem NI0= 80 o/FF=43 o Ma+asmo F, knMTMN rwReneudrrAln Book8965/ Page145 CFN#2017078301 Notary Public, State ofFl-o-nda Seal) Page 2 of 4 httD:// officialrecordsbv.seminoleclerk.or.g//BrowserV iew/ 8/24/2017 Page 1 of 1 Exhibit "A" Leval DeserlDtion Lou 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 14% 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Pagel46 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950,,Page 1143. 2. 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, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 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, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as, to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book8965/Pagel47 CFN#2017078301 Page 4 of 4 htto://officialrecordsbv.seminoteclerk.or-/BrowserView/ 8/24/2017 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Ins ection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence AAArnce- ELECTRIC A•Ir PERMIT fi e Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIE-C_H__i NI_CNAL PERMIT•.'• M Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 216 Margate II B RHG Study - E Builder Name: gt)tLD/,yC Street: 3801 Night Heron Or Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: - 10 2 SANFORDOwner: Park Square Homes 1 5Jurisdiction: 1 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) OVA 0fi 1. New construction or existing New (From Plans) S. Wall Types (1866.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-4.1 1596.00 ft2 b. Frame - Wood, Adjacent R=13.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R. ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1966.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1966.00 ft2 6. Conditioned floor area above grade (tt2) 1966 b. N/A R. ft2 Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(210.3 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 393.2 . a. U-Factor: Dbl, U=0.55 130.93 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 15.33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: WA ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.191 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1966.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 b. Conservation features b. N/A R. ft2 None c. N/A R. ft2 15. Credits Pstat Glass/Floor Area: 0.107 Total Proposed Modified Loads: 54.17 PASSTotalBaselineLoads: 57.19 I hereby certify that the plans and specifications covered by Review of the plans and E•S7- this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed by Michael calculation indicates compliance y ,,, a Michael Conway . y with the Florida Energy Code. nra 1• `•.M`. N O PREPARED BY:completed 1 "Date: 2018.02.2713:2233-0S'00' Before construction is t - DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as igned, is' compliance Florida Statutes. DDwiththeFloridaEnergyCo Wr, OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: p sy Compliance requires certification by the air handler unit manufacturer that the air handler 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 an 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 an for whole house. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 Fr1RAA PAnr,-*3A17 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit.Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 216 Margate II 8 RHG Stu Bedrooms: 3 User Conditioned Area: 1966 Park Square Homes Total Stories: 1 1 Worst Case: No Rotate Angle: 135 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 216 WYNDHAM PRESERV 3801 Night Heron Or Seminole Sanford , FL. CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1966 18283.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1966 18283.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 2199 ft2 492 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1966 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1966 tt2 0.1 Wood 2/27/2018 1:16 PM . EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PnOKA QAAr,-7A17 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NE=>S • Exterior Concrete Block - Int Insul Main 4.1 60 6 9 4 564.7 ft2 0 0 0.8 0 2 NW=>E Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.8 0 3 SW=>N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 112 0 0 0.8 0 4 SE=>W Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 f12 0 0 0.8 0 5 E Garage Frame - Wood Main 13 29 0 9 4 270.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value WidthArea Ft InIn Ft 1 NW=>E Insulated Main None 4 3 8 24 f12 2 -=>E Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE=>S 1 Metal Low-E Double Yes 0.55 0.22 N 32.9 W 1 It 0 in 1 ft 4 in Drapes/blinds None 2 NW=>E 2 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 9 It 8 in 1 ft4 in None None 3 NW=>E 2 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 NW=>E 2 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 4 It 8 in 1 It 4 in Drapes/blinds None 5 SW=>N 3 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 6 SW=>N 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 It 0 in 0 ft 6 in Drapes/blinds None 7 SE=>W 4 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 8 SE=>W 4 Metal Low-E Double Yes 0.58 0.25 N 64.0 f12 6 ft 0 in 1 ft 4 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 ft2 50 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 k8tu/hr 1 sys#1 2/ 27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 POPKA AAAR-9017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 ctm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply - Return- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 393.2 ft Main 98.3 ft2 Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling(j Heatin[X) Jan j Feb Jan [XJ Feb j Mar XJ Mar r j Apr IjApr a (XJ Jun (X Jul May ) Jun [ j JulIM X Au j Au[ j Se Sep Oct Oct Nov Nov Dec Dec Ventin [ j Jan [ J Feb XXJJ Mar X] A r May ] Jun [ ] Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68, 66 66 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3801 Night Heron Or Permit Number: Sanford , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL 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 nonpresold 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 verify that the EPL display card 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 R402.4.1.1 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/RESNET/ICC 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)(0, (g) or (i) or an approved third parry. 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 performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for 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 and heat recovery ventilators shall be closed and sealed. S. 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 Ieakage.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/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-buming 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. Exceptions: 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 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 chambers, 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 handler. 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: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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 handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 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 parry conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not 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°C) 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). Heated 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. R403.5.1.1 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 adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters 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 'A inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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 100"F to 140°F (38°C to 606C). 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 bumer(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 0404.2 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 the 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 criteria: 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. R403.6.1 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. 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. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 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 (f 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 safety 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 R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) 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, or the closest available size provided by the manufacturer's 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 for the load calculation (or entering water temperature for water -source equipment), 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 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW 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 load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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--Commercial 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 (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.80C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 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 feet (914 mm) of the heater. Operation of such switch shall not change the setting 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 of 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 pump 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. R403.10.3 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 heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 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 heaters 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. 2/27/2018 1:16 PM EnergyGauge® 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 COP 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator0he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 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. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 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 S. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC-0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U-0.54 SHGC: SHGC-0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3801 Night Heron Dr, Sanford, FL, New (From Plans) S. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 112 b. Frame - Wood, Adjacent R=13.0 270.67 ft2 1 c. N/A R. ft2 3 d. N/A R. ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R-30.0 1966.00 ft2 1966 b. N/A R. ft2 c. N/A R. ft2 Area 11. Ducts R ft2 130.93 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 393.2 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 15.33 112 a. Central Unit 28.6 SEER:16.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R-0.0 b. N/A R. c. N/A R. ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 27.8 HSPF:9.00 3.191 ft. 0.231 Area 14. Hot water systems Cap: 50 gallons 1966.00 tt2 a. Electric EF: 0.9 112 b. Conservation features ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. O e, a new EPL Display Card will be completed based on installed Code compliank eatures. Builder Signature:Ita.Lgg.FetqDate: 3 I 1 f Address of New Home: 1iVb[ xt7tJ ctiy2 City/FL Zip: CJp, :L• 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@energygauge.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. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft- Project Summary Entire House One Stop Cooling and Heating Job: Lot 216 Margate II B RHG ... Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardseove Coot, Sate 1, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreSlopCooli gmm Licerm: CAC032444 Project ti For: Park Square Homes 3801 Night Heron Dr, Sanford, FL Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 F Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16696 Btuh Structure 18060 Btuh Ducts 3419 Btuh Duds 3997 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Equipment hload20115 Use manufacturers data n Rate/swing multi ier 0.98 Infiltration Equipment sense le load 21528 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2259 Btuh Duds 858 Btuh Central vent (0 cfm) 0 Btuh He ating Cooling1960Area (ft 1960 Equipmentne) latent load 3117 Btuh Volume (113) 18228 18228 Air changestbour 0.26 0.14 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 24645 2.4 Btuh tonEquiv. AVF (cfm) 79 43 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR6030H1 AHRI ref 7562380 Coil TEM6AOB30H21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 27 F Total cooling 28600 Btuh Actual air flow 953 cfrn Actual air flow 953 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 36 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigta, - f t' Rigtt-SUte®Uriversal201818A.11 RSL125029 20t8 Feb 27 tPa1e0 ACC$" _tudy - EY-at 216 Margate 118 RHG Sl dy - EAV Cale. MJB Horne faces: E g wright:soft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 216 Margate II B RHG Stu... Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsome COLA Sum 1, Winter Park Ft. 32792 Phone: (407) 629 - 6920 fax: (407) 829 - 9307 Web: wwwOreStepCoolirgmm license: CAC032444 1 Room name Entire Ho MBED 2 Etgtosed wall 171.0 8 235 8 3 Room height 93 It d 93 8 heatbod 4 Room dimensons 1 b x 247D 8 5 Room area 1960b lip 247D 1P Ty Construction U-value Or HTM Area (rf) load Area (02) load number 8¢rh4FL+l BRth4M or Perimeter (It) Bah) or perimeter (t) 8tuh) Heat Cool Gross NIPS Heat Cod Gross NAS Heat Cool 6 l 13A-40L5 0.143 ne 3.40 2.85 465 426 1451 141216 0 0... 0 0 I--C 4AS-2om 0550 ne 13A9 22.45 33 0 428 734 0 0 0 0 L-1 485.2tn. 0540 ne 12.85 6 0 77 14't 0 0 0 0 13A-40ts 0.143 se 3.40 24.01 2.85 195 129 440 369 0 0 0 0 11 4A5.2om 0540 se 12.85 14.73 9 9 120 138 0 0 0 0 4A5.2om 0550 se 13A9 2234 16 1 214 365 0 0 0 0 4A5.2om 0550 se 13.09 13.17 16 16 214 215 0 0 0 0 IIDO 0390 se 928 1.2.15 24 24 223 292 0 0 0 0 yl 13A 40CS 0.143 9u 3.40 2.85 563 530 1804 1512 60 60 206 1 1724A5- 2am 0.550 sm 13.09 2234 33 2 428 730 0 0 0 0 1 l 13A4= 0.143 r1w 3.40 2.85 367 271 921 772 158 125 427 358 4AS- 20m 05W nw 1309 2245 33 0 428 734 33 0 428 734 I—G f 4A5.2omd 0580 rw 13.80 2724 64 0 883 1743 0 0 0 0 q 12C-Osw 0.091 2.17 1.48 270 252 545 166 372 217 0 0 0 0 0 0 0 0 OC 1100 168. 30ad 0390 O. tXi2 n. 928 0. 76 12. 15 18 18 1960 1493 3428 247 247. 188 432 F.... 22A-Q ... ._ 1.180 r . 28:08 1. 75 A00 1960 1960 171 4802 0 247 24 660 0 6 AEDe=r i n 510 188 EmWope losvgain 14637 13490 1908 1883 12 a) trlfittrafion 2060 820 283 113 b) Room %entilalion 0 0 0 0 13 Internal gains Oorupants @ 230 5 1150 2 460 Appliances/ otlter 2600 0 Sublotal ( lines 6 to 13) 16696 18060 2192 2456 Less external load 0 0 0 0 Less trarder 0 0 0 0 Redistribution 0 0 0 0 14 Subbtal 16696 18060 2192 2456 15 Dud loads 20% 22% 3419 3997 201% 22°/a 449 544 Total room bad 20115 22057 2640 3000 Air required ((*m) 953 953 125 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wr`g^ tsott- 2018-Feb-2713:11:10 Right- Sute®Uriversa120t8 t8.0.17 RSU25029 Page 1 ady- EVa1216 Margate 1113 RHO Sady- Enp Cale. M16 House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 216 Margate II 8 RHG Stu.. Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sandsoove Court, Sute 1, Winter Parr FL 32792 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: wAwOneStopCoolirg.mm Limme: CACA32444 1 Room name MWICI MWC 2 E1Posed well 125 4 3S 4 3 Room height 93 4 heattool 93 4 heaftol 4 Roan dimeraiom 55 x 7.0 4 55 x 35 4 5 Room area 385 17 193 42 Ty Caistpuoion U-%slue Cr HTM Area (" Load Area (4M Load number 96rh4FL'n BbfiAP) or perimeter (M Bdh) I or perimeter (M Btuh) Heat Cool Gross NrP/S Heat Cool Bross NAPS Heat Cool 6 13A40M v 0.-143 ne 3.40 2.85 65 65 222 186 33 33 111 93 1`-----GG 4A5-2om 0S50 ne 13.09 2245 0 0 0 0 0 0 0 0 465.21m 0540 1285 24DI 0 0 0 0 0 0 0 0 13A-4ots 0.143 ne se 3.40 2.85 0 0 0 0 0 0 0 0 11 4A5.2om 0-w se 1285 14.73 0 0 0 0 0 0 0 0 4A5.2om 0550 as 13.09 2234 0 0 0 0 0 0 0 0 4A5.2om OS50 se 13.09 13.17 0 0 0 0 0 0 0 0 1100 03M se SA12.15 0 0 0 0 0 0 0 1qI i3A 4ors -_ 0.143 Ism 3.40 2& 0 0 0 0 0 0 0 0 0 t G 4A5.2om ... ..------ 0SW sm.. 1349 2234 0. 0 0 0 0 0 0 1 l 13A-40Cs 0.143 ri6v 3.40 295 51 51 174 146 0 0 0 0 4AS-2om 0550 nw 11M 2245 0 0 0 0 0 0 0 0 L-! 4A5.20md_ OS80 rm 13M 2724 0 0 0 0 0 0 tq 12C4 OD91 2-17 1.48 0. 0 0 0 0 0 0 0 0 0 L--D 1100 0390 n am 12.15 0 0 0 0 0 0 0 0 C• 16&30ad 01W. 0.76 1.75 39 39 29._ 67 19 19 15 34 F ... 22A- . 1.180 28D8 0.00 39 13 351 0 19 4 98 0 6 a) AED emersion 19 6 Emelope loss4on 776 380 224 121 12 a) Nitration 151 60 42 17 b) Room %endlation 0 0 0 0 13 Internal gains Cmrpants@ 230 0 0 0 0 AppliancesAother 0 0 Subtotal pines 6 to 13) 227 440 266 138 Less eAernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribudon 0 0 0 0 14 Subtotal 927 440 266 138 15 Durtloads 20% 22% 190 97 20% 22% 54 30 Total room load 1116 538 320 168 Air required (dm) 53 23 15 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c - 94- w_rtgtiteoft- 201 8-Feb-27 13: 11:10 Right- SuteSLh%ersal201818.0.11 RSU25029 Paget 4A -dy - E1Lot 216 Margate 118 RHG Sbdy - Enp Calc - MA Howe faces: E f- wrightsoft, Right-J® Worksheet Job: Lot 216 Margate 11 B RHG Stu... Entire House Date: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sandsmve Court, Sum 1. Winter Parr FL 32792 Phors: (407) 629 - 6920 fax: (407) 629 - 9307 Web: www0reStopC001ir9mm License: CAC032444 1 Room name METH MWIC2 2 Exposed well 9A 8 0 It 3 Room height 93 R heattool 9.3 it heattool 4 Robm dimensions 1 D x 91.4 R 1.0 x 52.1 it 5 Room area 91.4 IP 521 fF Ty Construction U-%Wue Or HTM Area (fF) Load Area (W) Load numberI BrtttMP--n BQthffM or perimeter (R) 81uh) or perimeter (it) BWh) Heat Cool Gross NAS Heat Cool Cross NAS Heat cod 6 V}f 13A-40rs - 0.143 ne 940 2M 84 78 64 222 0 0 0 0 4A5-20m 0550 ne 13M 22.45 0 0 0 0 0 0 0 0 485-21rn 0540 ne 12.85 24.01 6 77 I." 0 0 0 0 13A-40CS 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 t iA 4A5.20m O-W se 12.85 14.73 0 0 0 0 0 0 0 0 4AS-2orn 0S50 se 13.09 2234 0 0 0 0 0 0 0 0 4AS-20m 0550 se 13.09 13.17 0 0 0 0 0 0 0 0 00 0390 se 928 12.15 0 0 0 0 0 0 0 19A-4oc4 0.143 set 3.40 2.85 0 0 0 0 0 0 0 0 0 4AS-2om.-... _ OS50 sN 13.09 2234 0 0 0 0 0 0 0 0 Vh13A40Gs 0.143 rtw 3.40 2.85 0 0 0 0 0 0 0 0 4AS-2om 0S5o rtw 13A9 22.45 0 0 0 0 0 0 0 0 4A5.2omd 0S60 r w 0 0 0 0 0 0 q 12C-0sw 0A91 13.80 2,17 27.24. 1.48 0 0 0 0 0 0 0 0 0 L--O 1100 03M n. 928 12.15 0 0 0 0 0_ 0 0 0 C• 169-30ad 0.032 0.76 1.75 91 91 70 ISO 52 v52 40 91 F..... 22A-Wm .._.._...._ 1.180 28.08 0.00 91 9. 0 52 0...... 0 0 6 cI AED excursion 23 4 Envelope loss/gain 664 503 40 87 12 a) Ir151aafi0n 108 43 0 0 b) Room vendlaton 0 0 0 0 13 Internal gains: 001pantso 230 0 0 0 0 Appianoesblher 0 0 Subtotal pines 6 to 13) 772 546 40 87 Low extemal load 0 0 0 0 Less transfer 0 0 0 0 Red stribudon 0 0 0 0 14 Subtotal 772 546 40 87 15 Duct bads 1 20% 22% 158 121 20% 22°k 8 19 Total room bad I 930 667 481 107 Air required (dm) 1 1 44 29 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f - =!:# tsof!- 2018-Feb-2713:11:10 4 A Right•SutefUriversal201818.0.11 RSLI25029 Page tudy - E%Lot 216 Margate 0 8 RHG Study - Enp Cate - Md8 House faces: E wrightsoft' Right -A) Worksheet Job: Lot 216 Margate II 8 RHG Stu... Entire House Date: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sard$W%e Court, Sate 1, Winter Park FL 32792 Phone: (407) 629 - 6920 fax: (407) 629 - 9307 Web: wvm0neStopCoo1irgmm License: CAC032444 1 Room name FAM CAFE 2 3 Exposed wall Room height 33.0 Q 93 it heatr000l 9A 1t 93 R heaUmol 4 5 Room dimensions Room area 1.0 x 294.0 R 294.0 1p 175 x 9A it 1575 1P Ty Cortstruction number U-value Ekjw'F) Or HTM BGrhfln Area (It') or perimeter (It) Load 13u1h) I Area (It) or perimeter (10 Load Bath) Heat Cod Gross NAS Heat Cool Gross NrP/S Heat Cod 6 4)I lC .. 13A-4oa _ 4A5-2om 4aS2tm 0.143 0.550 0.640 ne ne ne 3.40 13A9 12.85 295 22.45 24.01 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0.. 0 0 0 0 0 0 11 13A-40cs 4A5-2orn 0.143 0540 se se 3.40 12.85 295 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om 11D0 _. ----- 13A-4ocs 4A5-2om _ _.... 0550 0550 0390 0.143 S50 se se se sw sm 1309 13A9 92e 3.40 13.09 2234 13.17 12.15 2B5 22.34 0 0 0 149 0 0 0 0 149 0. 0 0 0 506 0 0 0 0 425 0 0 0 0 84 33 0 0 0 51 2 0 0 0 174 428 0 0 0 146 730 1ql H-! 13A4ocs 4A5.2om 4AS-2omd 0.143 0550 0SW ow nw 3.40 13.09 13.80 2.85 2245 2724 15e 0 64 94 0 0 320 0 883 268 0 1743 0 0 0 0 0 0 0 0 0 0 0 0L-! q 12C-0sm 1091 rsw 2.17 1.48 0 0- 0 0 0 0 0 0 D 1100 0390 n 928 12.15 0 0 0 0 0_ 0- 0 0 C 16B-30ad 0.032 0.76 1.75 294 224 514 158 158 120 275 F . .. 22A'cpm _.....- ... 1.180 28.08 0.00 294 294 33 927 0. 158 9 253 0 6 c) AED exatrsion 415 225 Ernelope loss/gain 2861 3365 974 1376 12 a) WItration 397 15e 108 43 b) Room uerrolabon 0 0 0 0 13 kMfrtal gains Oontp&-t o 230 0 0 0 0 Appliances/other 900 0 Subbotal pines 6 to 13) 1 3258 4423 1083 1419 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3258 4423 1083 1419 1151 Duct loads 1 20% 229/. 667 979 201A 22%.1 222 314 Total room load 3925 5402 13041 1733 Air required (dm) 186 233 621 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 04f 201&Feb-2713:11:10 eA •"'" Righ-Sui"Uriversal 2018 18.0.11 RSLI25029 Page 4 ady- E1Lot 216 Margate 118 RHG Surly- Enp Cale- MA House faces: E wrightsofr Right-J® Worksheet Job- Lot 216 Margate it B RHG Stu.. Entire House Date: 02/27/2018 By. Mc/LM/BP/Mc One Stop Cooling and Heating 7225 Sardsmve Coot, Sute 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolingcom license: CACA32444 1 2 3 4 5 Room name E%sell Room height Room dmensons Room area 8TH2 O ft 93 ft healbool 6.0 x 9S ft 57.0 R WIC3 O ft 93 ft heaVmol 4D x 6.0 ft 24D fP Ty Construction number U-%Wue Bah ALIM Or HTM BdhAF*) Area (II) or perimeter (ft) Load Bt11h) Area (1t% or perimeter (tq load Bluh) Heat cod Gross NnP8 Heat Cod Gross NAS Heat Cool 6 i t al GG 13A40ts ..... ...... 4AS-2om 485.2trn .. _ 13A-4ors 4A5.2om 4AS-2om 4AS-2om 1100 13M40rs 4AS-2om .... 13A-40cs 4AS-2om 4A5.2omd 12C-09m 1100 - - - - . - 168-30ad _ ...... _.. 22A-opm. 0.u3 OSM OS40 0.143 0540 0S50 0-&w 0390 0.143 0SW 0.143 0550 OSW 0.091 0390 0.032 J.180 ne ne ne se se se se se. sw sm. nw nw rKv n 3.40 13A9 1285 3.40 1 US 13D9 13.09 928 3.40 1349 3.40 13D9 13.80 2.17 928 0.76 28M 2$5 224s 24.01. 2B5 14.73 22.34 13.17 1215 US 22.34 285 22.45 2724 1.48 1215 1.75 0.00 0-- 0 0 0 0 0 0 0 0 00 0 0 0 0 0 57 O 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0--- 0 0 43 0 Q 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 100 0 77-7 O 0 0 0 0 0 0 0 _ .0 0 0 0 0 0.._.. 0 0 24 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24.. 0 0 0 0.. 0 0 0 0 0 0 0 0 0 0--.-•.__0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 0 I C R L-0 C F 6 c) AED elusion 4 2 Envelope to-16ain 43 96 18 40 12 a) 6diltralon b) Room venldladon 0 0 0 0 0 0 0 0 13 Imamalgains Ooslpams@ 230 Appiianoesbther 0 0 0 0 1 0 0 Subtotal (fines 6 to 13) 43 96 18 40 14 15 Less eAsmal load Lesstrasfer Redistribudon Subtotal Dud loads 20% 22% 0 0 7 51 10 0 0 16 112 25 20% 0 0 0 18 4 0 0 0 40 9 Total room load Air required (dm) 6113 137 6 22 1 1 4912 Calculations approved by ACCA to meet all requirements of Manual J 8tt1 Ed. wrlgtitsoft- 2018-Feb-2713:11:10 Riga-Sute®Uriversal 2018 18.0.11 RSLI25029 Page S key - E1Lot 216 Margate 118 RHO Study - Enp Calc a MA House tapes: E wrightsofr"t- Right-J® Worksheet Job: Lot 216 Margate 118 RHG Stu... Entire House Date: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wAwOnsStopCoolingmm License: CAC032444 1 Room name BED3 Krr 2 Ewell 125 R 115 R 3 Roan height 9.3 R heattW 93 R heattool 4 5 Room dimensions Room area 1. 0 x 164.0 R 164D V 1. 0 x 202.0 R 202. 0 fF Ty Carimumon number U- value BWFNP- 19 or HTM BUhAn Area ( fF) or perimeter (R) Load Btuh) Area ( R) or perimeter (R) Laid 8tuh) Heat Cod Gross NAPS Heat Cool Gross NAS Heat Cool 6 1q1 - 4- 1C 13A- 40CS J 4A5. 2an 48S- 2hn 0. 143 0550 O- W no no no 3. 40 13. 09 12. 85 2. 85 22. 45 24. 01 116 16 0 100 0 0 340 214 0 285 367 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A- 40ts 4AS- 2om 0. 143 OS40 as se 3. i0 12. 85 2. 85 14. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 4A5- 2an 1100 OS50 OS50 03M se se se 13, 09 13A9 928 2234 13. 17 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4as 4A5. 2om _.._ ..... 0. 143 0S50 sm am 3. 40 13DS 2. 85 2234 0 0. 0 0 0 0 0 0 0 107 0 107 0 364 0 0 305 jO 1ql G 13A- 40ts 4A5. 2an 4A5. 2omd 0. 143 0550 OSM nw my nw 140 13A9 13. 80 2. 85 22. 45 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 I---G q 12C-09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 0 11DO 0390 n 928 12.15 0 0 0 0 0 0 0 C 16B-30ad.. 0.032 0.76 125 287 202 202 154 353 F 22A-gym, 1.180 28Q8 1. 75 000.. 164 164 164 13 351 0 202 12.._...... 323 0 6 d AED excursion 40 77 Ernelope loss/gain 1030 me 841 581 12 a) hifiration 151 60 139 55 b) Roan %eendWon 0 0 0 0 13 Internal gains Omipamo 230 1 230 0 0 Appliancesknher 0 1200 Subb3tal pines 6 to 13) 1180 1188 979 1836 Less e)Wnal load 0 0 0 0 Less transfer 0 0 0 0 Retfisftdon 9 21 208 219 14 Subt3tal 1190 1209 1187 2055 15 Duo loads 1 20% 244 268 20% 22'/- 243 455 Total roan load 1 1433 1476 1430 2510 Air required (dm) 1 68 64 68 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fla- wrlghtsofC 2018-Feb-2713:11:10 rA "^"'^ Right-StiteSUrivarsal2018l8.O.11 RSLI25029 Page ady - E1Lot 216 Margate 118 RHG Sndy - E.np Calc -" House faces: E wrightsoft• Right-J® Worksheet Job: Lot 216 Margate 118 RHG Stu .. Entire House Date: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sards000e Court, Sum 1, Winter Park FL 32792 Phone: (407) 629 - 6920 fax (4071629 - 9307 Web: wwwOreStepCoolingmm License: CAC032444 1 Room name BED2 AC 2 EHell 13.0 8 0 It 3 Room height 93 It heattool 93 It heathool 4 Rocmdimensions 1.0 x 164.0 It 35 x 3S fl 5 Room area 164.0 V 123 IP Ty Construction U-%slue Or HTM Area (fF) Load Area (II) Load number BtuhAP- n BGtFuH or perimeter (R) BNh) or perimeter (11) 81uh) Heat Cod Gross NrPiS Heat Cool Gross NAS Heat Cool 6 1 l 13A-4ots - 0.143 ne 340 2.65 121 105 356 296 0 0 0 0 F Ca 4A5.2om OS50 ne 1309 22.45 16 0 214 367 0 0 0 0 465-21m O-W 24D1 0 0 0 0 0 0 0 0 13A-40cs 0.143 ne se 12ES 3. 40 235 0 0 0 0 0 0 0 0 11 4A5- 2om 0540 se 12.85 14.73 0 0 0 0 0 0 0 0 4A5.2om OS50 se 1309 2234 0 0 0 0 0 0 0 0 4AS•2om 05W se 13D9 13.17 0 0 0 0 0 0 0 0 1100 0390 se 928 12.15 0 0 0- 0.-_. 0 0 0 0 1ql 13A- 4one 0.143 sN 3.40 225 0. 0 G 1l 4A5-2om.. . --_:,. 13A-4ors 4A5-2om O.M 0.143 OSw 50 sanw n 13. 09 3.40 13A9 2234 2. 85 22.45 0 0 0 0 0 0.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4A5-2omd 0S80 rtw 0 0 0 0 0 0 q 12C- 0sw OD91 1320 217 2724 1. 48 135 0 135 0 2k 0 199 0 0 0 0 0 0 0 0 0 L-- 0C. 11 DO 168-30ad 0390 0j= n 928 0.76 12.15 1.75 0 164 0- 164 125 287 12 12 9 21 F .. 22A 1.180 28D8 QDO 164 13 365 0 12 0 0 0 6 ci AED excursion 49 1 Ernelope loaggain 1352 11021 9 21 12 a) Intiltralion 157 62 0 0 b) Room Hentilation 0 0 0 0 13 trrtemalgaira om9wm@ 230 1 230 0 0 Applianoe+ablher 00 Subtotal (lines 6 to 13) 1508 1395 9 21 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 182 244 9 21 14 Subtotal 1690 1639 0 0 1151 Duct loads 1 201% 22'/e 346 363 Ml M 0 0 Total room load 1 2036 1 20020 0 Air required ( dm) 96 86 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrtgF tsaaft 2018-Feb-2713:11:10 AM, Right- Sute®UnNersa12018 18.0.11 RSL125029 Page 7 I dy - E\Lot 216 Margate 118 RHG Sody - Enp Cale - MA Horse tams: E wrightsoft• Right-J® Worksheet Job: Lot 216 Margate II B RHG Stu.. Entire House Date: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sardsoove Cart, Sum 1, winter Pad4 A. 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wAmc0n9StopCoolirgmm License: CAC032444 1 Room name H 1 PAN 2 Exposed well 0 ff 0 It 3 Room height 93 It heatRool 9.3 It heatt000l 4 5 Room dimensions Room area 1.0 x 453 It 453 IF 1.0 x 22.0 It 22.0 0' Ty Construction U-value Or HTM Area (1t% Load Area (6r) Load number B¢1FNP-+) or perimeter (R) Btuh) or perimeter (Iq 8tuh) Heat Cool Gross NAS Heat Cool Gram NAS Heat Cool 6 yl I--G 13A-40cs 4AS-2om 485721m 0.143 0S50 0540 ne ne ne 3.40 13.09 1285 2.85 22.45 24.01 0 0 0 0...._ 0 0 0 0 a 0 0 0 0Y.0 0 0 0 0. 0 0 0 0 0 0I--! 11 13A-4ocs 4AS-2om 0'143 0540 se sa 3.40 1225 2A5 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om 11 DO 0550 0550 0390 se se se 13.09 13.09 928 2234 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyllL-6 13A-4= 4A5-2om .. 0.143 0550 am sw 3.40 13D9. 2.85 2234 0 0 0...._... 0 0 0 0 0 0 0 0 0 6 0 0 0 ql 13A-4ots 4AS-tom 4AS-2omd 0'143 5005 OSW nw nw nw 3.40 13.09 13.80 255 22.45 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F - I--G 12C Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 0 1100 03W n 928 12.15 0 0 0 0 0 0 0- 0 C- 168.30ad Am 0.76 1.75 45 45 34 79 17 38 22A<pm_ .. _ . 1.180 28D8 0.00 45 0 0 0 22 0 0 0 6 c) AED exaurson 3 2 Envdopelosslgain 34 76 17 37 12 a) Infiltration 0 0 0 0 b) Room vendLation 0 0 0 0 13 internal gains: Omupams@ 230 0 0 0 0 AppliancesCther 0 0 Subtotal (lines 6 to 13) 34 76 17 37 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 34 76 364 305 14 Subh3W 0 0 381 342 15 Duct bads 1 20%1 220/6 0 0 206% 22% 78 76 Total room load 0 0 459 418 Air required (dim) 0 0 1 22 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4.t wrt`g tsoft- 2018-Feb•27 13:11:10 Rignt-SutoOLhversal201818A.11 RSU25029 Page nay - E1Lot 216 Margate II B RHG Sady - E.np Cale - ME House faces: E wrightsoft* Right-JO Worksheet Job: Entire House Date: By. One Stop Cooling and Heating 7225 Sardseove Coirt, Sate 1, W irter Parr FL 32792 Ptore: (407) 629 - 6920 fax: (407) 629.9307 Web: wwuOneSmpCoolirgmm Ucerse: CAC032444 Lot 216 Margate II B RHG Stu... 02/27/2018 MC/LM/BP/MC 1 Room name DROP FOY 2 Ewa11 0 8 6s n 3 Room height 93 It heatbool 93 It heattod 4 Rodm dimensions 1 D x 363 It 1.0 x 1008 fi 5 Room area 363 IF 100.8 fP Ty Construdon U-value Or HTM Area (8) Load Area (" Load number BGiMP °Fj BIuw or perimeter (It) Bdh) or perimeter M Btuh) Heat Cold Gross NP/S Heat Cool Gross NAS Heat I Cool 6 y l--G 13A- 4ots 0.143 rie 3.40 255 0 0 Q 0 0 0 0 0 MLS- tom 0.550 ne 13.09 2245 0 0 0 0 0 0 0 0 1— G 4135-21m. 0540 ne. 12AS 0 0 0.... 0 0 0 0 0 13A- 4as 0.w sa 3.40 24A1 2B5 0 0 0 0 60 27 92 77 11 4A5-2om 0S10 se 12115 14.73 0 0 0 0 9 9 120 138 4A5- 2om 0s50 se 13A9 2234 0 0 0 0 0 0 0 0 4A5- 2om 0s50 so 13.09 13.17 0 0 0 0 0 0 0 0 11D0 0390 se 928 12.15. 0 0 24 24 223 292 1ql 13A-4ocs 0.143 am 3.46 215 0 0 0 0 0 0 0 0 0- 0 G 4A5-2om 0s50 sw 13A9 2234 0 0 0 0 0 0 0 0 0ql 13A4= 0.143 nw 3.40 215 0 0 0 0 0 0 0 0 I--- i 4As20m 0s50 nw 1309 2245 0 0 0 0 0 0 0 0 I-- 1 4AS-2amd 0s80 rtw 13M 2724 0 0_ 0 0 0 0 0 0 12C- 0sm - 0-091 2.17 1.48 37 19 42 29 98 98 211 144 11DO 0390 n. 928 12.15 18 18 166 217 0 0 0 0 C 16&30ad 0.032 0.76 1.75 36 36 28 63 101 101 77 176 F .. 22A-wn ... 1.180 28M 0.00 36 A 0 0 J01..._ 7 183 A 6 c) AED excursion 12 35 Envelope losstain 235 297 906 792 12 a) Infittration 0 0 78 31 b) Room verltilaton 0 0 0 0 t3 Internal gains O=Vam@ 230 0 0 0 0 Apder 0 0 Subtotal pines 6 to 13) 235 297 984 824 Less eAs al load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 235 297 984 824 14 Subtotal 0 0 0 0 15 Dudloads 20% 2296 0 0 20°/. 22% 0 0 Total room bad Air required (dm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f w_rlghtsoft' RigttStite® Uri201&Feb• 2713:11:10versa1201818.0.ttRSU25029Page9A .- dy- E% Lot 218 Margate II S RHG St dy - Enp Cale. MJ8 House faces: E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 216 Margate II B RHG Stu... Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sandsoove Court, Sute 1, Witter Park FL 32792 Phone: (407) 629 - 6920 Fax: (4071629 - 9307 Web: wwwaOneStopCoolirg com license: CAC032444 1 Room name Study LAUN 2 3 Exposed wan Room height 31. 0 ft 93 ft heatbool 6. 0 ft 93 ft heailmol 4 5 Room dimensions Room area 145 x 115 ft 166. 8 IP 11. 0 x 6.0 ft 66. 0 W Ty Construction number U-% Iue BWh4P-+) Or HTM Bluh# M Area ( le) or perimeter (M Load Btuh) Area ( tn or perimeter (ft) Load B6th) Heat Cod Gross NnP/S Heat Cool Gross NnP/S Heat Cool 6 11 1Rl IL-! 13A- 40CS 4A5. 2om 485. 21m _.... _ t3A- 4ors 4AS- 20m 0. 143 0550 0540 0. 143 0540 no ne ne se Se 3. 40 13D9 1285 3. 40 1285 285 22. 45 24A1 235 14. 73 47 0 0 135 0 47 0 0 102 0 158 0 0 348 0 133 0 0 291 0 a 0 0 0 0 y 0 0 0 0 0 6 0 0 0 0 0 0 0. 0 0 4A5. 2om 4A5. 2om 1100. 0550 0550 03W se se se 13A9 13. 09 928 2234 13. 17 12. 15 16 16 a 1 16 0 214 214 0 365 215 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-4as05- 20m ....... _ . _. 13A4ocs 4A5- 2om 4A5. 2omd _ _ - 12C- 0sw 0. 143 0. 550 0. 143 0550 0SW 0. 091 sir sa . r1w nw rw 3. 40 13. 09 3. 40 13D9 1. 380. 2. 17 2. 65 2234 2. 85 2245 2724 1. 48 107 0 0 0 0.- 0 107 0 0 0 0 0 364 0 0 0 0 0 305 0 0 0 0 0 56 0 0 0 0 0 56 0 0 0 0 0 190 0 0 0 0 0 159 0 0 0 0 0 G l F-! l 1100 16B- 30ad 0390 0= n 928 0. 76 12. 15 1. 75 0 167 0 167 0 127 0 292 0 66 0 66 0 50 0 115 CF_ w 22Attxn ...._:... 1.180 28.08 0.00 167 31 871 0 66 6 169 6 6 c) AED excursion 9 32 EmelopeWsstain 2295 1592 409 242 12 a) infiltration b) Room %ert0'lation 373 0 149 0. 72 0 29 0 13 internal gains Omtpants @ 230 Applianoes/ olher 1 230 0 0 0 500 Subtotal pines 610 13) 2669 1970 481 771 Less external load 0 0 0 0 Lessttansfer Redistribution 0 364 0 306 0 128 0 107 14 Subtotal 3033 76 M 878 15 Ductloads 621 504 20% 22% US 194 Total room load 3614 2779 733 t072 Air required ( dm) 173 120 35 46 CalCuladons approved by ACCA to meet all requirements of Manual J 8th Ed. f w_ rrlgtitsoft - 2018-Feb-27 13:11:10 Right-Sute8lldversa12018 18.0.11 RSU25029 Page 10 A ._ady - E11ot 216 Margate 11 B RHG Sody - E.np Cale - Ml6 Hose laces: E Static Pressure and Friction Rate Job: Lot 216 Margate 11 B RHG ... W rlghtSoft' Date: 02/27/2018 Entire House By,. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sandsoove Cart sum 1. Witter Park FL 32792 Phone: (407) 622 - 6920 Faz (407) 629 - 9307 Web: wawOreSmpCoolirg=rn Lioerm: CAC032444 Project1000000000 For: Park Square Homes 3801 Night Heron Dr, Sanford, FL AvailablePressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 9 0 Measured length of trunk 25 0 Equivalent length of fittings 125 0 Total length 160 0 Total ettective length 160 Supply Duds Return Duds Friction Rate Heating in/1001t) . 0.213 >0.18 0.213 >0.18 Fitting Equivalent LengthDetails Supply 4X--35,11 A=20, 11 G=5,11 G--5,11 A=20,1 A--35,11 Gam: TotalEL=125 Return TotalEL=0 Cooling in/100ft) 0.213 >0.18 0.213 >0.18 wrightsoft• 20t8-Feb•2713:tut 1 Rigt Stite®urMrsal2o,a 16.O.t1 RSLI25029 Page t A%CK ._ady - E%Lot 216 Margate 11 B RHG Sttdy - Enp Cale a MI6 Hotee faces E Duct S SJob: Lot 216Margate 118RHG... wrightsoft'ucSystem Summary Date: 02/27/2018 Entire House ay: Mc/LM/BP/Mc One Stop Cooling and Heating 7225 Sardscove Cotrt. Sate 1. Winer Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 622.9307 Web: wAw0neSt0pCoolirgmrn license: CA=2444 Project• • For: Park Square Homes 3801 Night Heron Dr, Sanford, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest friction rate Actual air flow Total efleclive length ( fEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0. 170 in H2O 0.213 in/ 100ft 953 cfm 160 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0. 170 in H2O 0.213 in/ 100ft 953 cfm Name Design Btuh) Htg c( m) Gig cfm) Design FR Diam in) H x W in) Dud Mad Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk 9E02 h 2036 96 86 0.282 6.0 Ox 0 VIFx 15.4 105.0 sit BE03 h 1433 68 64 0.298 6.0 Ox 0 VIFx 14.1 100.0 SO Bni2 c 137 3 6 0.408 4.0 Ox 0 VIFx 8.4 75.0 CAFE c 1733 62 75 0.386 5.0 Ox 0 VIFx 18.2 70.0 FAM C 5402 186 233 0.345 8.0 Ox 0 VIFx 23.5 75.0 Krr c 2510 68 108 0.420 6.0 Ox 0 VIFx 11.0 70.0 I.AUN c 1072 35 46 0.342 4.0 Ox 0 VIFx 19.5 80.0 MBEO c 3000 125 130 0.233 7.0 Ox 0 VIFx 31.0 115.0 st2 METH h 930 44 29 0.220 4.0 Ox 0 VIFx 29.7 125.0 st2 MWC h 320 15 7 0:225 4.0 Ox0 VIFx 30.9 120.0 st2 MWIC1 h 1116 53 23 0.213 4.0 Ox0 VIFx 34.9 125.0 st2 MWIC2 c 107 2 5 0.231 4.0 Ox0 VIFx 32.2 115.0 st2 PAN h 459 22 18 0.407 4.0 Ox 0 VI Fx 13.6 70.0 Sony h 3654 173 120 0.313 7.0 Ox 0 VIFx 23.6 85.0 WIC3 c 49 1 2 0.288 4.0 Ox 0 VIFx 18.2 100.0 sit Supply Trunk Detail Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type cfm) c(m) . FIR fpm) in) in) Material Trunk st2 PeakAVF 240 194 0.213 542 9.0 0 x 0 VinlFlx SO SO PeakAVF 405 346 0.213 742 10.0 0 x 0 VinIFIX wrighttsotft• 2018 Feb 27 13:11 a t i . . a .•....._ .... Oft 9 Right- SU" Uriversal201818.0.11 RSU25029 Page 1 AGO, _Wdy. E% ut 216 Margate II B RHG Sony- EAp Cale - MA Noise faces: E Return Branch Detail Table Name Grille Size (in) Htg cfm) Gig dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx wrightsoft• e•-.- RighFSute®Urioersa12018 18A.11 RSU25029 44GC;k _ndy - SLat 216 Margate 11 B RHG Sedy - Enp Cale • M18 Horse laces: E 201 &Feb-27 13:11:11 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 216 Margate II B RHG Study - E Builder Name: Street: 3801 Night Heron Dr Permit 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 dropped ceiling/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 attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the 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 with the air barrier. Windows, skylights The space between window/door jambs 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 cantilevered 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 members. 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 crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pylond Inphend paging and wiring 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 IGG400. 2/27/2018 1:16 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 DV VT Job #: Lot 216 Margate II B RHG Study - E Performed by MC/LWBP/MC for: Park Square Homes 3801 Night Heron Dr Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandsoove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.00m EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Ventm Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate 3ermostat 18)8 T SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Scale:1 : 75 Page 1 Right Suite® Universal2018 18.0.11 RSU25029 2018-Feb-27113039 6 Margate II B RHG Study- E.rup Nit It S9u#2 ar - h qnc W 4 /J4i7%.J&seA tr L c+ at co p/M.,%)&6eRt sert-IbIA-Grp Vvr--, O, kdvantage Plumbing, Inc e—F o ?.99 z, D C!'lly I I'/ 1DV DESCRIPTION AS FURNISHED: Lot 216, WYNDHAM PRESERVE, as recorded in Plat 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 1 LOT 183 1 LLOT 182 LOT 184 S00° 1657' 60. 00' 1 a 1 24. 63' LOT 216 24.80' S 10. 00' LOT 215 10. 00' pip PROPOSED RESIDENCE ti Cp 1968 MARGATE II - 8 p Iv CTI GARAGERIGHT 'A O W O O OW • W tq A/ C 121- 1 N L DATE 5.3' Ok to construct single family home 10.00' 15. 31 S with setbacks and impervious area 00 13.7' 19.3' 10.00' shown on plan. 46A ("%^f 16.0 10 o( o (1 a .{ a 11- g, CrR- DRIVE JO.SJ' 25.20' 1— Ps LOT 217 10' UTIL ESMT I I I 'I" - - - 112.56' - - - a - -P. C.` C. 5' WALK SETBACKS AS FURNISHED FRONT - 25'( 1) CURB S0001657' E REAR ` 20' SIDE 5' ( 40' LOT) 60.00' 105La' ' n NIGHT HER ON DRIVE SIDE STREET - 25' ( 60' & 75' LOT) PRIVATE ROAD (50' R/W) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLY TO 20' ON CERTAIN LOTS. NO MORE THAN UCCEON AT 0 A MINIMUM SN PLOT PLANAREA CALCULATIONS NOT A SURVEY O) (IN FESSION AT25' 2) SUUCC, TOTAL LOT AREA6,900 S SQUARE FEET PROPOSED - FINSH£D SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL f SQUIRE FEET FLATWORK PER DRAINAGE PLANS G DRIVE 4031 128- 531 f SQUARE FEET F0VIATION/PAD 2,359 f SQUARE FEET PROPOSED DRAINAGE FLOW C TYPE A F}Q WALKS 28/ 300- 328 t SQUARE FEET REAR PATIO 108 f SQUARE FEET FRONT PORCH DECK 93 t SQUIRE FEET LOT CRAOrNC SOD 3.8991 292 - 4.191t SQUARE FEET POOL DECK N/A t SQUARE FEET PROPOSED F.F. PER PLANS - 27.4' Q NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRON0E0 BY CLIENT • NOT nao VERmEO GRUSENILIEYER -SCOTT & ASSOC, INC, - LAND SUR IIEYORS LLY,ENO LCGCMO 5400 E. COLONUIL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT POL POINT ON LOIC NOTES, IP. IRON PtP[ RL PRIM W K%CX CURVATUR[ I. TTE IMOERSMMED DOES Many CGV W nW no SIRTYEr &(EFTS THE SrANOAROS OF PRACTICE SLIT FORM 0Y THE ILORM 8000 Or IlL IRdI R00 TLC POUR or wo"o CLtRVATIRK PROFESMIAL SYRWMU AND AVNM M CNAP= &J IY FLORID ADIIRASMMf CODE PIRt"W TO SECWN 422,022. FLORA STATUES CONOTE IONSCNT NAL RADIAL 101- RAOtAL L UIVLLSS OWED (MINSURWMIRAWTURE 00 ORIOMAL RASED SEAL TINS SURVEY AMP OR COPIES ARE tW VALID. CET tJl. SC NEC. I/L- L 1/Y 1R •/ RL9 45% RCCOMMEOWAVP. VITNf31 PODS S rMS SLOWYWAS PREPARED FROM ISLE W&IMAMM !'IWIttlWED 10 ME SIRtVE1OR MERE WY DE OTTER RESIRICRONS PAD. POINT O RCODMIMO CA C. CALCULATCO OR EASGEMS TWIT AFFECT IM9 PROPERLY. PAL POINT 0r CgmmDCCNW PAN P[ RRAIQR RUVENCE MONUMENT 4. NO UNOEROROIMO Ad%06ZWD 5 HA%C OUR LOCATED UNLESS OndMWW 010M IL CE/R .0LItE ff. rIHtORO FLOOR EI&VATIMI n9S SLOW 6 PREPMEO FOR INC SOLE BOON Or THOSE CGUIFUM TO AND SHOIAO HOT. Of MUM LR+OM 9Y ANY OnER ORRY. N O NAIL. L lilt LK L MLOINtI S[TMCtf LtIE 9ASCNNARfA 0510400118 SHOW FOR THE L004MM OF MUM EWWM NOMM SHOULD NOT BE USED TO RECONSTRUCT 901RIGARY L"M fSNr. CUT.. CAMCI WAY EASOEMT L u 9AS[ OCARtMO 7. 9EAIONCS AREWSEJ ASSUYID ON1UIf AND ON THE UAE SNOIIM AS BASF BENONO (B.B.) MAUL DRA19ACC 8. ETiVAT10NS IF VOW AAC BLSED LW MAMMAL dEOMM VVFMAL OATtAI OF 1920. MAW OTHOMSE MOIM UTRL UTILITY Dot rOCC 0. CFRnFrOW OF AUOIOROAIOA U& 450& CUC. — L W&M • V00D TOR[ GR L' ONCRM ILOC[ P.C. POINT orLLRVATWK F. J.IIM POW Or ION N60CY 13ARCC LCHM 0 DELTACHORD C.L CNIRD SCARING NORTHCERnFIED BY: SALE I-- 1' - 20 —- 1 1 DRAWN BY: ••• DATE _ _ ORDER tam PLOT PLAN 02- 21-18 1033- 18 REWSED PLOT PLAN (GRADING) 03-21- 18 THIS BUILOINAPROPf7111' DOES NOT LIE WRHW THE ESTABLISHED 100 WAR PLODO PLANE AS PER 7 M' ZONE 1C MAP / 12117CO090 F (09- 28-07) TOM X. GRUSENMEM R.L. 47t JAMES W. SO= R.LS / 480 i l J.1C11cLU=: rJKKA --jWUAKZ MAXUA Z 11 1, 966SF.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 Lighting Summary Standard 5,589 5,589 Optional 10,398 5,589 IRanges & Ovens I Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 0---------------- Dryers t1 DiNDryerNo. No? Nameplate Line Neutral c j=-------- i i ] 5000 SgNFpRp 0F gRTME 3 0 Dryer Summary Standard 5,000 3,500 # 1 A a - 3 9 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 Fixed 4,440 0 POOL 1 1 10 240 2,400 0IOPTOPTPOOLHEAT11312407,440 0 Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 2596 of Max Motor: fine is Std Only; Neutral for Both Maximum Phase Amps Volts- 1 22 240 Meat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total 43,509 15,819 Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 i, Optional -- fine Neutral Total Total = 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: PKS1966B-T - Park Sq Hms/Margate II 1966A-TRAY MiTek USA, Inc. Site Information: 6904 ParkeEastBlvd. Customer Info: PARK SQUARE HMS Project Name: PKS1966B-T Model: MARGAtTpw 19e6-8 /-WY Lot/ Block: 216 Subdivision: WYNDHAM PRESERVE 60 Address: 3801 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: ## 1 8- 1 1 3 9 state: General Truss Engineering Criteria esign Loads (Individual Truss Design Drawings Show Special Loading Conditions): J ING Design Code: FBC2017/TPI20 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 NFo1X0 Wind Speed: 140 mph Roof Load: 40.0 psf S 2 Floor Load: N/A psf EPAR This package includes 38 individual, russ 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. No. Seal# Truss Name Date INo. I Seal# ITruss Name I Date 1 IT13324968 Al 2/23/18 112 IT13324979 IA12 2/23/18 2 IT13324969 A2 2/23/18 113 IT13324980 IA13 2/23/18 13 I T13324970 I A3 12/23/18 114 I T13324981 I A14 12/23/18 I 4 IT13324971 A4 2/23/18 115 IT13324982 IA15 2/23/18 5 IT13324972 AS 2/23/18 116 IT13324983 IB1 2/23/18 6 IT13324973 I A6T 2/23/18 117 IT13324984 JB2 2/23/18 17 IT133249741A7T 12/23/18 118 IT133249851133 12/23/18 18 IT133249751A8T 12/23/18 119 IT133249861C1 12/23/18 I 19 I T13324976 1 A9 12/23/18 120 I T13324987 I C2 12/23/18 10 IT13324977 IA10 2/23/18 21 T13324988 C3 2/23/18 I' ll IT133249781A11 12/23/18 22 I T13324989 I CJ 12/23/18 1 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 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 ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. February 23,2018 Albani, Thomas I of 2 RE: PKS1966B-T - Park Sq Hms/Margate II 1966A-TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: PKS1966B-T Model: MARGATE If 1966-B / TRAY Lot/Block: 216 Subdivision: WYNDHAM PRESERVE 60 Address: 3801 NIGHT HERON DR. City: SANFORD State: FLORIDA No. Seal# ITruss Name I Date 23 T13324990 I CA 2/23/18 24 T13324991 I CJ2 2/23/18 25 IT13324992 CJ3 2/23/18 26 IT13324993 JCJ3A 2/23/18 27 IT13324994 ICJ313 2/23/18 28 IT13324995 JCJ4 2/23/18 29 IT13324996 I CJ5 12/23/18 1 30 IT13324997 ID1 12/23/18 31 IT13324998 I FT1 12/23/18 1 32 IT13324999 I JS 2/23/18 33 IT13325000 IJ6 2/23/18 1 134 IT13325001 I J7 12/23/18 1 135 IT13325002 I RT 12/23/18 1 136 IT13325003 I KJ5 12/23/18 1 137 IT13325004 1 KJSA 12/23/18 1 138 IT13325005 1 KJ7 12/23/18 1 2 of 2 Job Truss ruse Type Oty Ply Park Sq HmsiMargate II 1966A-TRAY T133249M1PKS12668-T Al MOD.OUEEN 10 1 Job Reference lootionall Mid -Florida Lumber, Bartow, FL. I 16 = 6.2-14 8.130 s Sep 15 2017 MiTek ID:fOY6XuKAOX 1 hl4k2uca6k8v3D_e-3UvAv Sx5 = 14 Li - 1t Li - IY 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 TCDL 10.0 Lumber DOL 1.25 BC 0.91 8CLL 0.0 Rep Stress Incr NO WB 0.76 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1660/0.7-8, 8=1660/0.7-0 Max Harz 2=201(LC 10) Max Uplift 2=302(LC 12), 8=302(LC 12) 5x8 = 3x4 = DEFL. in (loc) Well Ud Vert(LL) -0.32 10.11 >999 240 Vert(CT) -0.58 10.11 >830 180 Harz(CT) 0.13 8 nla We Inc. Fd Feb 23 13:04:11 2018 7-64 Scale - 1:68.8 PLATES GRIP MT20 244/190 Weight: 206 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc puffins. BOT CHORD Rigid ceiling direly applied or 7-7-9 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=29WMS4, 3.4-2790/853, 4-5=1897/669, 5-6=1897/669, 6-7-27901853, 7-8=29901854 BOT CHORD 2-12=-649/2749, 11-12=454/2205, 10.114464/2102, 8-10=654/2620 WEBS S-11-393/1334. 6-11=-7651316. 6-10=156005, 7-10=396/223. 4-11--765/31S. 4-12=- 156/705, 3.12=-3961223 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCDL-3.0psf; h=15ft; 8=45ft; L=24ft; eave=5ft: Cat. II; Exp 8; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to2-0-0, Interior(1) 2.0.0 to 20-0-0. Exterior(2) 20-0-0 to 23-041 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live bads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3b0 tall by 24-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it -lb) 2=302. 8.302. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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.pny. 1pq• onic co es. jT(ho nas(4/ilb;",ni P.E Io_:3 0 M)ielcliSA 1gq2:f L CeA February 23, 2018 Q WARNING • VarKy daden parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE afo-7472 rev. faIUMIS BEFORE USE. Design valid for use only with Wrake Connectors. This design Is based only upon parameters Saloom, and Is for An irdhk" building component, not a truss System. Before use, the building designer must witty the applicability of design parameters and property inrarportee this design axo the overall MR budding design. Brailng iWkated is a ptevem building of ird'nidual truss lveb and/or Mond members only. Additional temporary AM permanent bracing L.7 5i11tI.wTta alwaysrequiredforStabilityandaventpreeolapsewinpossiblepersonalinjuryandpoperydamage. For general guidance regarding the WON faWketion, storage, delivery, erection and bracing of trusses and truss systems, am ANSVrPl1 Duality Criteria, OSS42 and BCSI Building Component 9904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Akxanldrta. VA 22314. Tampa, FL 36810 Job Truss runs Type Oty Ply Sq Hms/Margate II 1966A-TRAY Tt3324969T"', PKS19668-T A2 HIP 1 Mmd-F10nda Lumber, tdanOw. FL. 6.8-5 8.130 S Sep 15 2017 MTek Industries. Inc. Fn Feb 23 13:04:20 2018 Page 1 B-1-13 6.1-13 ' 2-0.0 6.1-13 6.1-13 61-5 Sx5 = 6.00 F12 Sx5 = 5 e ma ca cr 14 ma 12 ca ce ,m 3x8 3x4 = 4x6 = 3x4 = 3x6 3x4 = 3x4 = Scale - 1:77.2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.63 Ven(LL) -0.35 14-15 >999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.26 BC 0.80 Ven(CT) -0.61 14-15 >788 180 8CLL 0.0 ' Rep Stress Ina YES I VA I Ho2(CT) 0.13 9 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=166010.7-8, 2=1660/0.7-0 Max Hoe 2=192(LC 11) Max Uplift 9=302(LC 12). 2=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3037/910, 3-4=27811871, 4-5=1970/725, 5-6=1686/691, 6-7=1970/725, 7-8=27811871. 8-9=30371910 BOT CHORD 2-15=712/2758, 14-15=529/2248, 12-14=311/1714. 11-12=538/2184. 9-11-721/2671 WEBS 3-15=-375/210. 4-15=106/615, 4-14=-774/326, 5-14=208/637. 6.12=-2081637, 7-12=774/326, 7-11=106/615. B-11=-375/210 Ma Weight: 216 lb FT - 20% Structural wood sheathing directly applied or 2-7-3 oc puffins. Rigid ceiling directly applied or 7-4-1 oe bracing. 1 Row at midpi 4-14, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; 13CDL-3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to IS-". Exterior(2) 19.0-0 to 21-0-0, Interior(1) 25.2-15 to 41-0.0 zone:C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 24-0 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 joint(s) except (it=1b) 9=302, 2=302. 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„ppy.,lectronic eTes. jTho as'ptdl_EanirfE lo:39 Ml efcr11SA;'Iqq"cr. fL'-Cart;fi 899! PaikliE>(iP61v:a , 3481R February 23,2018 WARNING . v&ft dadgn jur. arsand READ NOrEs ON NIS AND INCLUDED MI EK REFERENCE PAGE Mi-747S tam. 164MOIS BEFORE USE. Design valid for use only With MRek® Connectont. This design is based only upon parameters sham, and is fa an indWidual building component. not a truss System. Before use, the building designer must weft the applkebllity of design parameters and property incorporate Ifxs design into the overall No building design. Braiding bW"ad is to prevent budding of indholdual truss Web and/or chord thembeft Drily. Additional temporary and permanent breting f' is always required for stability and to prevent =lpse aWithpossible personal injury and property damage. Far general guidance regarding the .O fabrication. storage, delivery, erection and bmdng of busses and truss systems, see ANSUMI Cathy Criteria, DS849 and SCSI Building Component e904 Partite Fra aw. Safety information available from Truss Plate lnstitNe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Park Sq HmslMatgale II IOWA-TRAYOty 1131y, T13324970 PKS19668-T A3 HIP 1 1Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:21 2018 Page 1 IO:rFtmwM3Wq7GifreOMh4ZDxyq_6K-mPXUdg_OmCxBn2LOSv4Lt t8VNioa 11C4iC82ytziFFB t 645 11$3 17-0-0 23" 2BS13 t.'"1 4060 1 6-0S 5.5-13 SS73 6." =3 1 545.13 6d5 Seale - 1:62.5 6.00 572 Sx5 5x7 5 24 25 B is a as 14 'a 12 u.. , „ 3x4 = 10 = 3x6 - 3x4 = 3x4 = 3x8 = 3x8 LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Iner YES Code FBC2017/rP12014 CSI. TC 0.60 BC 0.96 WB 0.83 Matrix -MS OEFL. Vert(L-) Vert(CT) Horz(CT) in (loc) Udell Ud 0.25 14-15 >9% 240 0.49 11-12 >970 180 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.2 oc purlins. BOT CHORD 2x4 SP No.2 80T CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 6.14 REACTIONS. (lb/size) 2-1660/0.7-8, 9=1660/0-7-8 Max Harz 2=173(LC 11) Max Uplift 2-302(LC 12), 9=302(1.0 12) FORCES. (III) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3078/948, 3.4-2851/917, 4-5=2135/780, S-6-1847/755, 6-7=2135/780, 7-8=28561917, 8-9-30781948 BOT CHORD 2-15-76012806. 14-15-601/2363, 12-14=411/1872, 11-12- 610/2284, 9-11-769/2712 WEBS 3-15-335/186, 4-15-94/525, 4-14=666/287, 5-14=168/637, 6-12-1631704, 7-12=-666/287, 7-11=94/524. 8-11-335/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCOL=4.2psf: BCOL-3.0psf; h=15ft; 13=45ft; L-24ft; eave=5ft; CaL II; Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2.0-0, Interior(1) 24.0 to 17-0.0, Exterior(2) 17-0-0 to 27-2-1 S. Interior(1) 27-2-15 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument 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 This item has beenwillfitbetweenthebottomchordandanyothermembers, with BCOL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2=302, 9=302. 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.ppy.glectronic copies. Thomas;A(Albsidi.P.,E lo:3 0t1 Ay. rA(ek1 S 1"C::f Ctlft;f8' 689i Paik'61v . 811? February 23,2018 0 WARMNO. Veelfy daalpn parenw ors and READ NOTES ON THIS AND INCLUDED af1TEK REFERENCE PACE AM4472 M. 1dev"IS BEFORE USE. Design valid for use only vAm MlrekS connectors. This design is based only upon parameters Own. and is for an individual buadkg component, not a truss "am. Before use, the building designer must weft the applicability of design parameters and property Incorporate this design into the Maud! in buaditg design. Bracing indicated is to prevent budding of individual truss vats and/or chard members ady. Addbional temporary and pemtanam bmdng is Mwg" required far stabave byandtopremesaapae with paastble personal injury and property damage. For general guidance regardo(1UI1' g the UIi fabrication. storage. degvery, erection and braWg of wales and UM systems. ace ANSVMI Ouethy Criteria. 05848 and SCSI Building CompOnenf 6904 Parke East Blvd. Safety Information available Item Truss Piste Institae. 216 N. Lee Street. Suite 312. Alexandrle. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY T13324971 PKS1966&T A4 HIP 1 1 ReferenceJob Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 13:04:22 2018 Page 1 I D:rFfrlwM3Wq?GifrcOMh42Dxyq_6K-FbSsq??OXW32PCwaOcbe0EhiG68zmPFEwswbUJziFF7 1 5-5 10,2-3 15-0-0 200-0 25-041 29 9 l3 34-7-t 1 aOOO 1 5-4-5 4 9 13 a 9 13 54}O 5-0-0 4-9 13 4-9 13 S 4S Sx5 = 1.5x4 II Sx5 = 23 8 24 7 14 [ r 4o 13 'w 12 3x8 = 3x8 LOADING (psq SPACING- 2.0-0 CSI. TC).L 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 10.0 Lumber DOL 1.25 8C 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.46 BCDL 10.0 Code FSC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1660/0.7-8, 10=1660/0.7-8 Max Harz 2-153(LC 11) Max Uplift 2=302(LC 12), 10=302(1-C 12) Scale = 1:68.8 Sx8 = 3x6 = 3x8 29.413 404-0 9t13 10.2-3 3:044.0.3.41 DEFL. in (hoc) I/de0 Ud PLATES GRIP Vert(L-) 0.34 13-14 999 240 MT20 2441190 Vert(CT) 0.59 13-14 808 180 Horz(CT) 0.13 10 n/a We Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3102/984, 3-4=2809/900, 4-5=2835/1022, 5-6=2203/826, 6-7=2203/826, 7-8=2835/1022, 8.9=-2809/900, 9.10=3103/984 BOT CHORD 2-14-798/2852, 13-14=480/2076, 12-13=-489/2008, 10-12-80712737 WEBS 314=363/187, 4-14=-308/231, 5-14`301/879, 5-13=94/482, 6-13=336/178, 7-13-941482. 7-12=3011879. 8-12-3081231, 9.12-363/187 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7- 10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L-24ft; eave=5ft: Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Extertor(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 15-0.0. Extedor(2) 15-00 to 29-2-15, Interior( 1) 29-2-15 to 41-0-0 zone;C-C for members and forces 8 MVVFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconc urrem with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2.0.0 wide will fa between the bottom chord and any other members, with BCDL - IO.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 Ill, uplift at joint(s) except (#=1b) 2=302, 10=302. 2 d 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 gn.Any.electronic comes. N" Thothat(4-dlb nif.,E'Oj Cerf.88_ r. 899a Pries 61v 810 1 WO February 23, 20180 WARNING - Vadly design parameters and READ NOTES ON THIS AND INCLUDED ADTEK REFERENCE PAGE aaF7472 ray. 164024015 BEFORE USE Design valid for use only with Urrek® Connectors. This design is bated dry upon parameters thrown, and is for an individual building component, not a buss "am. Before use, the building designer must vasty the applicability of design parameters and ptopedy incorporate this design into the overm building design. Bracing indicated is to prevent building of individual Vass web andror Chord member only. Additional temporary and permanent bracing It swys areghered far stabbty and (awit Prevent collapse h possible personalinjuryand property damage. Far general guidance regarding the 1Yia.R fabrication. storage. delivery, erection and bracing of trusses snd buss systems. tee ANSVM1 Quality Criteria. OS842 and SCSI Building Component 6204 pane East BIW. Safety bdormnion available hum Truss plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslMargate II 1966A TRAY T13324972 PKS1966B-T AS HIP 1 1Job Referan (optional) Mid-FIOrWB Lumber, Banaw, FL. 69.4 6 2-72 7.0-0 Sx8 = 4 23 24 13o s 5ep la zo17 Mlrelt lnaustnes. inc. Fn FeD z3 13814:z3 zoln rape 1 fmOMh4ZDxyq_6K-jotE2L7elgB,AMVnZK6pySDgvWXOVgzNSVJol tziFF6 7-0_0 6-2-12 6-9-4 1.Sx4 II SA = S 25 26 6 Scale = 1:68.9 14 13 C9 12 "' 11 10 3x8 1.Sx4 II 3x4 = S)a = 3x4 = 1.Sx4 II 3x6 A9.4 13-0-0 20-0-0 27-0d 33-2-t 2 40," h fs9-4 6-2-12 74-0 7-0.0 62-12 8.9.4 Plate Offsets (X.YI— f4:O- 0.0.2-81. I6:0-6-0.0-2-81. 112:0-4-0.0.3-01 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) -0.20 12 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.81 Ven(CT) -0.42 12-13 >999 180 BCLL 0.0 Rep Stress Iner YES WS 0.62 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FSC2017frPI2014 Matrix -MS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 of puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 2=1660/0-7-8, 8=166010-7-8 Max Harz 2=134(LC 10) Max Uplift 2=302(LC 12), 8-302(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3097/985, 3.4=25061866, 4-5=2493I928, 5-6--24931928, 6-7-2506/866, 7- 8-3097I985 BOT CHORD 2-14-790/2705, 13.14=-790/2705, 12-13-552/2172, 11-12 =560/2166, 10-11=79912705, B- 10 =799/2705 WEBS 3-14=0/269, 3.13=-6251272, 4-13=89/491, 4-12-170/578. 5-12=-481/246, 6- 12=-170/578. 6-11-49/492, 7-11= 6251272, 7-10=01269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft: L-24ft; eave=5ft: Cat. lit; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 243.0 to 13-0-0. Exterior(2) 13-0-0to 31- 2-15. Interior(1) 31-2-15 to 41-0-0 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) sealed by Albani, Thomas, PE 2= 302, 8=302. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. AnyA lllecNtron,.jc eo0 . T )hMt" a"thifETlo:3 0 Atl, eklJS rt;fiB 6991 Paikdit Bh:7a ,imetk February 23, 2018 0 WARMNO - Vanity da tign parameters and READ NOTES ON THIS AND INCLUDED MaTEK REFERENCE PAGE M O-7473 ray. teAUMIS BEFORE USE. Design valid for use only with M?ek® connectors. This design is baled only upon pararrletera shown, and is for an Individual building component, not a truss system. Before use, the building designer must vanity the applicability of design parameters and property incorporate this design into the overall WE building design. Bracing indicated is to provers budding of individual truss vise andior chord members only. Additional temporary and permanent bracing IItI:T' is always tequkaE for stability and to prevent collapse with possible personal injury and propety damage. For general guidance regarding the NI11l abriution. storage. delivery. erection arse bracing of trusses and truss systems, ace ANSVTPII Quality Criteria. DS842 and BCSI Budding Component 6904 Parke East Blvd. Safety Intantu tlon avallabfe from Truu Plate Institute. 219 N. Lee street. Suite 312. Alexandria. VA 22314. Tamps. FL Will Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY 1 T13324973 PKS1966B-T AST SPECIAL 1 1 all Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Fri Feb 23 13:04:25 2018 Page 1 ID:tff im"3Wq)GdreOMh42DrA_6K-fAm7S11vgRRdCVMh18H1tJFFJ02ziwgeg9F5eziFF4 1 4-7$ & 11: .O 154'r4 20-0$ 21 29-0-0 34-2-12 400-0 1 4-)$ 4 14 2-312 4$4 44?.4 Z"2 4St2 5.2-12 5.9.4 -0.0 Scale - 1:70.1 Sx5 2x4 II 3x10 = 3%4 - Sx5 = 5 31 632 7 8 33 34 9 22 21 34 = 17 18 13 14 13 _ 16 5x6 = 2x4 II 2x4 II 5x8 = US = 1.5x4 II 34 - LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCOL 10.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Iner YES WB 0.72 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-21,7-17: 2x4 SP No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 'Except' 20-22.16-18: 2x4 SP No.2 REACTIONS. (lb/size) 2=1660/0-7-8.11=166010.7-8Max Harz 2= 128(LC 11) Max Uplift 2= 302(1.0 12), 11-302(LC 12) 19 = DEFL. in ( loc) I/deb L/d Vert(LL) -0. 29 18-19 -999 240 Vert(CT) -0. 69 18-19 >691 180 Harz(CT) 0. 23 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 238 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-15 oe puffins. BOT CHORD Rigid ceiling directly applied or 6-5-13 or- bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3-317811011. 3.4=-3694/1211. 4-5=-3187/1074. 5.6=28571995. 6-7-3533/1204. 7-8=350811200, 8-9=23261871, 9-10=26551911. 10-11=3141/1009 BOT CHORD 2-22=-821/2796, 4-20=191/599, 19-20=930/3266, 18-19=-926/3329, 7-18=2571122. 14-16=757/2749, 13-14=- 830/2754, 11-13=830/2754 WEBS 322=-634/240, 20.22= 804/2684, 3-20=110/518, 4-19=726/326, 5-19=375/1221, 6-19=768/285, 6-18= 58/371, 1618=722/2722, 8-18=-302/1101, 8-16=536/193. 8-14=773/239. 9-14= 259/890, 10-14=526/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt= 140mph (3•seaond gust) Vasd=108mph; TCDL=4.2psh 13CDL-3.Opsf; h=15ft; B=458: L=40ft: eave=58: Cat. 11; Exp B; End., GCpi=0. 18; MWFRS (directional) and C-C Exterior(2) -14.0 to 3-0-0, Interior(1) 3.0.0 to 11-0-0, Exterior(2) 114)-0 to 33-", Interior(1) 33.041 to 41-0-0 zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.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 Ill uplift at joint(s) except (jt=1b) 2=302. 11=302. 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.pny, glectronjc co es. Mie r.,1 SA,ArI.EICarafi6 699! FiVki'E st Blv`f-, a 8 ; NA February 23,2018 QWARMNG • Verify design parametara and READ NOTES ON Ties AND INCLUDED ANTEK REFERENCE PAGE AN14473 rev, faWMfS BEFORE USE Design valid for use only with MRek* connectors. This design is based only upon parameters shown, and is fa an individual building component, not a lass system. Before use, the building designer must vanty the applicability of design parameters and propeAy incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web andror chord members only. Additional temporary and permanent bracing IItA T is always required tar Modify and to ""to collapse with possiek personal injury and property damage. For general guidance regarding ma 1ri.lU.. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI Duality Cniterla, 0SBd9 and SCSI Building Component 6904 Parke Fast aW. Safety Information available from Truss Plate Instoute. 21a N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL Mato Job Truss Truss Type Cry Ply Park Sq HmslMargate II 1966A-TRAY I T13324974 PKS1966B-T A7T SPECIAL 1 all Mid -Florida Lumber, Bartow. FL. 1 4-7$ 8 &4 14$ 4 200-1 4-7.6 4 14 0112 5$ d 543 4 2x4 II Sx5 20 II 3x4 = 3x6 = 4 S 33 34 835 7 a 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 13:04:26 2018 Page 1 rf frtwM3 Wq?GifreOMh4ZDxyq_6K-7MKNgN2XbIZUugELFSg Wa4rMtjaRiATprUupd4ziFF3 254-4 31-0-0 35-2-12 40" Alf5St2SS1242-12 4-9.4 4x4 = Sx8 = 9 3a 97 9a t0 Settle = 1:70.0 f ®6XIO 23 22 21 4x4 3x8 = Sx6 = 1.Sx4 II 8z8 = 2x4 II 17 18 i5 14 3.4 II 7x8 = 3x8 = 3x4 = 1 4-7i et 20-0 8 1 2584 1 31-0A 1 40.0-0 4-7$ 44)-14 5-t0.0 l SS12 Sb12 94-0 Plate Offsets (X.Y1- 15:0-2-8.0-2-41, r1o:G4-0.0-2-81, 112:041-0.0.6141. H8:0.3-12.0-3.41.120:a2-4.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.39 18-19 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.80 18-19 599 180 BCLL 0.0 Rep Stress Inca YES WB 0.70 Harz(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - 3x8 = PLATES GRIP MT20 244/190 a a 1217 L Weight: 227 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-1 oil purlins. BOT CHORD 2x4 SP No.3 'Except* BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. Except: 2-21,15.17: 2x4 SP No.2, 18-20.12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 16-18,20-23: 2x4 SP No.2 REACTIONS. (lb/size) 2=1673/0-7-8, 12=1663/0.7-8 Max Harz 2-107(LC 11) Max Uplift 2=298(LC 12), 12=301(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3200/1023. 3-4-384111237. 4-5-3813/1285, 5-6=424311399, "=4534/1497, 8-9=-4486/1485, 9-10=3272/1136, 10.11-2839/948, 11-12-3130/1056 BOT CHORD 2-23=-833/2815, 19.20=-865/3168, 18-19=-1194/4243, B-18=313/157, 14-16=-693/2490, 12-14=879/2772 WEBS 3-23=769/270, S-19=-406/1352, 6.19=577/257, 6-18=1201419. 16.18-893/3105, 9-18=407/1425, 9-16=1149/416, 10-16-347/1095, 10.14-53/391, 11-14=340/212, 20.23=812/2784, 3-20=123/663, 5-20=277/825 10-0-0 oc bracing: 20-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft: 8=45ft; L=40ft; eave=5ft; Cat. It: Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-", Interior(1) 3-" to 9.60, Exterior(2) 9-0-0 to 35", Interior(1) 35-" to 41.0-0 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 ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noneoneurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=298, 12=301. 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 gn.Any, A lectronic c=jes. TI1orltas_A)b o14.,E1o:3 0 r<1ii4 1 Sg1 IRe frCert:- y694f Paikli'E>sfBlv i . 91k Nti!??i February 23,2018 AWARNING - Vaffy allW parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11111-7472 rev, 16411,2015 BEFORE USE Design valid for use only with UrTek® Connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design paramsten and property incorporate this design into the overall MR building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing IIt:A' Is always required for stability and to prevent apse with possible personal injury and property damage. For general guidance regarding the his fabrication, storage, delivery, erection and bracing of wsada and truss systems, tee ANSVrPIt Quality Criteria, OSE49 and SCSI Building Component 6904 Parke East Blvd. Safety Information Misbk from Truss Plate Insisted, 218 N. Lee Svetl, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A-TRAY T13324975 PKS19668-T ABT SPECIAL 1 Mid -Florida Lumber, Bartow, FL. 3-9.4 3.2.12 ' 1-84 ' 3.8-13 3.10.9 3.8.14 axe = 4x8 = 3x4 = 1.5x4 II 4x8 = 6.00 12 4 5 32 33 6 34 35 38 7 37 38 8 39 B.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:28 2018 Page 1 4-4-7 4-2-11 4-4-7 4x12 3x6 = 1.5x4 II 9 10 40 41 42 11 43 44 3-2-12 3-944 Sze = 12 scale = 1:70.1 am i'jhMIMES . 194 01 - . Im 49 50 2S 246x12 = 4x4 = 6x12 MT20HS = t9 51 52 19 53 54 17 55 56 16 3x8 = 2x4 II 4xe = 3x4 II 7x8 = axe = 3x4 = 5x12 = 1 7b0 9Ad 12-5-1 1 2 2!t- 5 29-7A 33 0- 1 I 7-0-0 1$4 3-e-13 I 3.10.9 343.14 447 4-2-11 I 4-4-7 Plate Offsets (X.YI— 14:0-6-0.0-2.41.112:0.6-0.0.2-81. f17:0-4-0.Edoel. 118:03-S.Edoel.120:0-7-4.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.61 20-21 788 240 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 1.22 20-21 393 180 BCLL 0.0 Rep Stress Incr NO W8 0.91 Horz(CT) 0.33 14 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' BOT CHORD 20-23: 2x6 SP No. 1, 17-19: 20 SP No.1 WEBS 2x4 SP No.3 -Except' 23-25.4-23.18-20: 2x4 SP N0.2 REACTIONS. (lb/size) 2=3115/0.7-8, 14=3048/0-7-8 Max Horz 2=85(LC 6) Max Uplift 2=670(LC 8), 14=458(1-C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6347/1349, 3.4-6161/1321, 4-5=-8858/1890, 5-6=-11458/2437, 6-7=-12751/2708, 7-8=12751/2708, 8-10=12591/2693, 10-11=7456/1630, 11-12=7457/1630, 12-13-6012/1295. 13-14=6 189/ 1319 BOT CHORD 2-25=1144/5622. 24-25=110/499, 5-23=1617/349, 22-23=1807/9025. 21-22=2318/11458, 20-21=2604/12759. 8-20=352/122. 18-19=171/895. 17-18=1774/8718, 16-17=1061/5373, 14-16=1117/5480 WEBS 325=260/71, 4-25=3319/719, 23-25=1192/6133, 4-23=1360/6641, 18-20=1650/8051, 10-20=932/4514, 10.18=-1770/453, 10.17=1674/344, 11-17= 466/191, 12-17=581/2716, 12-16=32/606, 13.16=261/65, 6.22=1091/254, 5-22=606/2910, 6-21=322/1564 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 467 lb FT = 206A Structural wood sheathing directly applied or 2-9-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 23-24. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'k3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-M oc, 2x6 - 2 rows staggered at 0-9-0 oc. 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=140mph (3second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h-15rt; 8=45R; L40R; eave=5ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live bads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 11 tall by 24)-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=670,14=658. 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.pny,,lectronic eojes. I Thorilas"A(!1(tiafiiPETlo:393 i6111Ye 3 Irjt:x Ctrt86 6991 Paikb'F>?at''Blv: ,Bt? February 23,2018 0 WARNING - Vertly dasign parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE WJ-7472 rev. IOAW013 BEFORE USE. Design valid for use only Wigs MiTeh® 60nn6elota. This design is based only upon parameters Shown, ana is for an individual building component, not a truss system. Before use, the building designer must verify 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 and/or chord members only. Additional temporary and permanent bracing RSAwT is aWays required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the 01 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPI1 Quality criteria, OSS42 and SCSI Building Component 6204 Parke East Bled. Safety Information available from Truss Pine Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Py Pefk Sq HmslMargale II 1966A-TRAY T13324975 PKSI%68-T AST SPECIAL 1 2 Job Reference (opflonali Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13.04:29 2018 Page 2 ID:rFfnwM3Wg7GifroOMM2Dzyq BK-Xx01MP4Pugy2lHywrraDD(1?gRwYsvTzGXS7TEPziFFO NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 Ill down and 178 lb up at 7-0-0, 24 lb up at 9 12. 24 lb up at 11.0.12. 24 Ib up at 1340-12, 24 Ib up at 15 12, 24 1b up al 17-0-12, 241b up at 19-0.12, 97 Ib down and 88 lb up at 20-11-4, 97 Ib down and 88 Ib up at 22-11-4, 97 lb down and 88 lb up at 24-11-4, 97 lb down and 88 lb up at 26-114. 97 lb down and 88 lb up at 28-11.4, and 97 lb down and 88 lb up at 30-114. and 195 lb down and 1781b up at 33-0-0 on top chord, and 332 lbdown and 76 Ib up at 7-0-0, 1761b down and 57 Ib up of 9.0-12. 176 lbdown and 571b up at 11-0-12, 1761b down and 57 Ib up at 13.0-12, 1761b down and 57 lb up at 15 12. 176 lb down and 57 lb up at 17-0-12, 176 Ib down and 57 lbup at 19-0-12, 66 Ill down at 20.11-4. 66 lb down at 22-11-4, 66 lb down at 24-114, 66 Ib down at 26.114. 66 Ib down at 28-11-4, and 66 lb down at 30-11-4, and 332 Ib down and 76 Ib up at 32-114 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: 1-4=- 60, 4-12--60, 12-15=-60, 24-26-20. 20-23-20, 19-29-20 Concentrated Loads (lb) Vert: 4-148( B) 9=97(B) 12-148(B) 25=332(B) 16=332(8) 39=97(8) 40s97(8) 42=97(8) 43=-97(8) 44-97(B) 45L176(B) 46=176(B) 47=176(B) 48=176(B) 49=176(8) 50=176(8) 51-41(8) 52-41(B) 53s41(8) 54=-41(8) 55-41(8) 56=-41(8) 0 WARNING . Vady design paremstafs end READ NOTES ON THE AND INCLUDED AUTEK REFERENCE FADE MLL7e73 rev. ld&WotS BEFORE USE Design valid for use only With Weida connectors. This design is based only upon parameters stern, and is tot an individual building component, not a truss system. Sedate use, the building designer must veAy w the apOkabady ofdesignparametersandpropertyinrpornethisdesigninto the overall builattg design. SrsdAll indicated is to provers buW g of individual truss web andiat card members only. Additional temporary and permanent bracing 1111wT' is away& required fat stability and to prevent WILOSS with pes&tble personal injury and property damage. Fat general guidance regarding the tatu&stion. Storage. delivery. erection are bradng of trusses and truss systems, see ANSVrPIf Ouallty Criteria. DS642 and SCSt Building Component 6204 Parke East Blvd. Safety information available from Truss Pine institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38810 Job Truss Truss Type oty Park Sq HmslAAargate 11 1966A-TRAY IPly, T13324976 PKS10668-T All HIP 1 1 all Mid -Florida Lumber. Bartow. FL. S.130 s Sep 15 2017 Miirek Industries. Inc. Fri Feb 23 13:04:30 2018 Page 1 ID:rffnwM3Wq?GifreOMh4ZDxyq_6K-0BauV*Slfz4vMRX7UIkSkw02oKwTe3oPm6sOmrzif F? 6 7-0 12-7 8 184+0 21.4.0 27-" 335-0 40-0.0 41 67-0 6-0 6 e D 6 241-0 6-0.8 6-0 8 6.7-0 Seale = 1:70.1 8.00 12 5x5 = Sx8 = lb 2e 21 14 17 t2 Za zy 11 3x4 -- 34 = LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.79 SCLL 0.0 - Rep Stress Incr YES WB 0.36 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1660/0-7-8.9-166010-7-8 Max Harz 2-189(LC 11) Max Uplift 2=302(LC 12), 9=302(LC 12) 4x6 = 3x8 = 3x4 = 3x4 = DEFL. in (loc) I/den Lid Ven(LL) -0.29 11-12 >999 240 Van(CT) -0.55 11-12 >872 180 Horz(CT) 0.13 9 n/a n/a 3x8 = PLATES GRIP MT20 2441190 Weight: 229 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3.10 oc bracing. WEBS 1 Row at midpt 4-14, 6.14, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3044/919. 3.4=27931881, 4-5=1997/733, 5.6=1713n07, 6.7=1996n,33, 7-8-2793/881, 8-9=30441919 BOT CHORD 2-15=722/2752, 14-15=544/2256, 12-14-334/1714, 11-12=553/2203, 9-11-730/2678 WEBS 3-15=3691204. 4-15=104/593. 4-14=749/316, 5-14=211/648, 6.12-189/675, 7-12=752/316, 7-11=104/595. 8-11=368/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=15R; B=45111; L-24ft; eave=5ft; Cat. II; Exp 8; End., GCp1=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2.0-0, Interior(1) 2-0-0 to 1841-0. Exterior(2) 18-841 to 21-4-0, Interior(1) 2S-&15 to 41-0.0 zone;C-C for members and forces 8 M WFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live WAS. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except @=lb) 2=302, 9=302. 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 9 TA6nU9h9.opAem' k.QPaJaysi.Slfi e' EJliIelb'cc;xtBirod?CEniWico:c3 oies. s n;8. Ohm ,', February 23,2018 O WARNING - Verily dealgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE a10.7473 rev. 10413,1015 BEFORE USE. Design valid for use only, with MITek® Connectors. This design is based only upon parameters shown. and is for an indiNdual building component, not a truss "am. Before use. the building designer must vertfy the appOctabdity of design parameters and property incotpon ne this design into the overact NE buckling design. Bracing indicated is to prevent buckling of indivdual truss well and/or chord members only. Additional temporary and permanent bracing ^/.T' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the low fabrication, storage, delivery, erection and tracing of vusaa and wn "am&. na ANSVM1 Quality Criteria, 0SM2 and SCSI Building Component 8904 Parke East SM. Safety Information available from Truss Plate Instaute. 218 N. Lee Street, twee 312. AlMndha, VA 22314• Tampa, FL 36810 Job Truss cuss Type Ott Park Sq HmslMargate 11 1966A-TRAY 1Ply T13324977 PKS19668-T A10 HIP 1 1Job Reference lootionall Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. FA Feb 23 13:04:12 2018 Page 1 1D:rFhr*U3Wq?G freOMA42Dxyq_6K-XgU4kbduRoTCgg(OWOE07Gw041xOpsldJVJ8uziFFH 1 Stt-0 1138 18$-0 23-0 28$8 341-0 4660 1 571-0 S4-0 548 6$0 54-0 S4-0 511-0 3x8 = LOADING (psQ TCLL 20.0 TCOL 10.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 6.00 F12 SsS 5x8 = 5 24 25 8 ro za n 14 ro t2 3x4 = SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 REACTIONS. (Ib/size) 2-166010-7-8, 9=1660/0.7.8 Max Horz 2=169(LC 10) Max Uplift 2=302(LC 12), 9-302(LC 12) 3x8 = 3x6 = 3x4 = 3x4 = Seale - 1:62.5 3x6 = CS1. OEFL. in (loe) Well Ud PLATES GRIP TC 0.82 Vert(LL) 0.23 14-15 :-999 240 MT20 244/190 BC 0.93 Vert(CT) 0.47 11-12 >999 180 WB 0.77 Harz(CT) 0.15 9 We We Matrix -MS Weight: 2201b FT = 20% 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. WEBS 1 Row at midpt 6-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-30941953, 3-4=2862/922, 4-5=2164f?89, 5-6,-1876/762, 6-7-2164/789, 7-8=2867/922, 8-9=308519W BOT CHORD 2-15 =76612808, 14-15=610/2376, 12-14L424/1900, 11-12=-619/2300, 9-11-77512719 WEBS 3-15=329/183, 4-15=93/509. 4-14--645/281, 5-14=159/630, 6-12-157/703, 7-12=-645/281, 7-11=-93/5W, 8-11=329/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16 1-0. Exterior(2) 1648-0 to 27-8-15, Interior(1) 27-6.15 to 41-0-0 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad 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 f6 between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at Joint(s) except (it=1b) 2=302, 9=302. Oil 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 pn.ny,„a lectronic co es. sAEtE{ itiq f c'erie sP' 69A4PEiItEnr' fit? February 23,2018 0 WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED aflrEK REFERENCE PAGE 11111•7473 rev. 104YMIS BEFORE USE Oesign valid for use any with UffeW conneuons. This design is based any upon parameters shorn, and is far an individual building ramponen t. net a truss system. Before use, the bulldog designer must vent the appikabilay of design parameters and property Incorporate this design into the overall MR building design. Bracing indketed is to prevent bueM g al individual truss wee and/at chard members only. Additional temporary and permanent tracing 11ty1 is always requfrea for ststabilitynt stabilityandtopreveragapsewith possible personal injury and property damage. For general guidance regarding me KA W. :T fabrkation, storage, delNery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. OSS4 2 and BCSI Building Component 6804 Parke East 81vd. Safety Intamnstlan available Item Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 223M. Tampa. FL 36610 Job Truss Type Oy Ply Park Sq HmslMargate 11 1966A-TRAY rHIPSS T13324978 PKS1966&T A11 1 1 all M10-1`10=11 Lumber, tsanOW. rL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fd Feb 23 13:04:13 2018 7-7.4 7-0-12 15-4-0 S." 17-0.12 Scale - 1:68.9 5x7 = 1.Sx4 11 Sx7 = 4 23 5 24 6 n 4 li 14 13 " 12 " 11 10 3x8 = t.5x4 II 3x4 = Sxa = 3x4 = 1.Sx4 II 3xS — 2n.6n 2_Lf 2-12 4n.0-0l7.7 7 72 5.4.0 5.4.0 l 7 t2 7.7.4 Plate Offsets (X.Y1— 14:0.5.4.0-2-81.16:0.5.4.0-2-81,112:0.4-0.0.3-01 LOADING (psf) SPACING- 2.0.0 CSI. OEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.18 12 >-M 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Ven(CT) -0.36 11-12 >999 ISO BCLL 0.0 Rep Stress Iner YES WB 0.93 Hwz(CT) 0.16 8 nla n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 2191b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=166010-7-8.8=1660/0.7-0 Max Horz 2-150(LC 10) Max Uplift 2-302(LC 12), 8=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3062/958, 3-4-23711824, 4-5,-2186/843, 5-6=2186/843, 6.7=2371/824, 7-8=3062/958 BOTCHORD 2-14=758/2667, 13.14-758/2667, 12-13=-491/2031, 11-12=-499/2031, 10.11=-767/2667, 8-10-76712667 WEBS 3-14=0/319, 3.13=-7341306, 4-13=103I516, 4-12=1151409, 5.12=351/175, 6.12=115/409, 6.11-1031516, 7-11=7341306, 7-10=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140Mph ( 3-second gust) Vesd=108mph: TCDL=4.2psf: BCDL=3.Opsf: h=15ft; B=45ft; L=24ft: eave-5ft; Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2.0-0 to 14-84, Exterior(2) 1441-0 to 29i6-15, Interior(1) 29.6.15 to 41-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrent with any other live bads. This item has been 5) This truss has been designed foraliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3.64 tall by 2-0-0 wide will rn between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (jt=lb) sealed by Albani, Thomas, PE 2=302, 8-302. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,ny,leetronic copies. i•Zho aspj/ ilbsinifE lo:3 -, Mi ekt S:gqc A•.68 r.. 4en6 Pailc6taII'Blda:-Aa Lm981Q February 23, 2018 0 WARNING- Verily daslyn paramatars and READ NOTES ON THIS AND INCLUDED NTTEK REFERENCE PAGE N&U73 rev. l0 W WfS BEFORE USE Design valid far use only with Urrek® conneaont. This design is based only upon parameters Shovrrt, and is for an individual buildup component, not a truss system. Before use, me budding designer must verify the applicability of design parameters and property incorporate this design into the overall buddxp design. Bracing indicated is to prevent buctding of individual truss web and/or chord members bray. Aeditionsi temporary and permanent bracing is akvays required for staWtiry and to prevent dolapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI Quality Criteria, DSBdB and SCSI Building Component a204 puke East aM. Safety Information available from Truss Plate Institute. 216 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy PlyPark Sq HmslMargate II 196GA-TRAY I T13324979 PKSIW6B-T Al2 SPECIAL 1 Job Reference (ontionall Mid -Florida Lumber, Bartow, FL. 74612 64" ' 1-104 Sx6 = B.13u S tiep 10 zu1 r MI Ielt InousVles. Ina rn reo 23 iD:u4:1b xu10 rage 1 ID:rFhr*+A3Wq?GiftcOMh42Dxyq_6K-yFADMcvdBMB 137uE5ezxdnwOXHpk1C9CJHkikOziFFE 5-4-3 5.7-12 4 5xS = 1.Sx4 II 5x6 = 6-74 Scale - 1:70.1 r= ca - 15 '. 13 " 12 11 3x6 = 3z4 = 4x6 = 3x8 = 312= 3x4 = 1.50 II 3x8 - A," 164-1 21.8a 27.4-0 33-4-12 4AG.0 044 610.9 I 5-4-3 5.7.12 I _ 8-0.12 6.74 Plate Offsets (X YH 1710.8-0 0.2-01 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.21 15.16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.74 Vert(CT) -0.47 16-22 >999 180 SCLL 0.0 Rep Stress Iner YES WB 0.61 Horz(CT) 0.13 9 n/a n/a BCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 80T CHORD Rigid ceiling directly applied or 7-2-2 oe bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5.15. 5.13 REACTIONS. (Iblsize) 9=1660/0-7-8, 2-166010.7-8 Max Hors 2-148(LC 11) Max Uplift 9=302(LC 12), 2=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3000/919, 3.4=2841/953, 4-5=2666/957, 56=2517/897, 6.7-2517/897, 7-8-25281835, 8-9=-3107/942 BOTCHORD 2-16=711/2698. 15-16-468/2094.13-15-592/2478, 12-13=54312187. 11-12=-761/2715, 9-11=-761/2715 WEBS 3.16-440/259, 4-16=237l747, 4-15=528/1652, 5.15=1421/552, 5.13=75/279. 613=379/198. 7-13=1721552. 7-12L83/460. B-12=-614/250, 8-11=0@67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=5ft; Cat. If: Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2.0.0 to 14-6-0, Exterior(2) 14-6-0 to 30.4.0. Interior(1) 30.4-0 to 41-0.0 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. This Item has been5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with 13COL = IO.Opsf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) sealed by Albani, Thomas, PE 9=302, 2=302. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny,glectror)ic copies. Tho t us;A "ti oniq PIPNiieIt ti1¢2:f Cirt;fifi ¢'' 6884 Paik E it''Blv' . etp February 23,2018 0 WARNING • WONF design Parsmatars and READ NOTES ON THE AND INCLUDED WTEK REFERENCE PAGE 6167472 raw. I&W,2015 BEFORE USE Design valid tot use only with Urrak® connectors. This design is based only upon parameters shorn, and is lot an individual Wilding componern. not a bass system. Before we, the building designer must verify the applicability of design parameters and properly inemporate this design into the overall building design. Bracing indicated is to prevent buckling of individual bass web and/or c aN members onty. Additional temporary and pemtanem brsaing 11twa' ' Is always required for stability and to prevent collapse with possible personal injury and property damage, for general gudanca regarding the Nfla . fabrication, storage, delhrery, erection and bracing of trusses and sou systems, see ANSUTPII Quality Criteria, OSS49 and SCSI Building Component 89W Parke East BW. Safety Information svallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa. FL 38810 Job Truss ssTOty plyPark Sq HmstMargate II 1966A-TRAY S'PECIA7 Ti PKS19668-T A13 1 1 eference lootionall Mio-FlOnda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, try- Fri Fab 23 13:04:16 2018 Page 1 teOMh4ZOxvq-6K-0RkbavwFvOJuhHTOf MUAAzRZOhgWMaJLYxTHHfz!FFO 78.4 6.11-12 3.10.0 5.4-3 5-7-12 5.5 II 4 25 5-7-4 Scale = 1:70.1 to it a[ 1S 14 13 12 11 3x6 = 3x4 = Sx5 = 44 = 3xB = 3x4 = 1.Sx4 II 3x6 - LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.77 WB 0.94 Matrix -MS DEFL. in (loc) I/dell Ud Ven(LL) -0.33 15.16 999 240 Ven(CT) -0.61 15.16 >786 180 Harz(CT) 0.14 9 n/a nla PLATES GRIP MT20 244/190 Weight: 215lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0.12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1660/0.7-8, 9=1660/04-8 Max Horz 2-148(LC 11) Max Uplift 2=302(LC 12), 9=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3018/935, 3.4=2941/956, 4-5=3298/1155, 5-6=2901/1006, 6-7=2901/1006. 7-8=-2685/887, 8-9-3146/974 BOT CHORD 2-16-712/2648, 15.16=-468/2030, 13.15=-784/2961, 12-13=-618/2343, 11-12-799/2759, 9.11=-79912759 WEBS 3. 16=-442/261, 4-16=-222/790, 4-15=-662/1965, 5.15=16141637, 5.13=252/58, 6-13=- 377/197,7-13=-253/772,7-12=491398,8-12=-498/208 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; eave=5ft; Cat. II; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 14-6.0, Exterior(2) 14-6.0 to 17-6- 0, Interior(1) 18.4-1 to 41-0-0 Zone;C-C for members and forces 8 MWFRS for reactions shovm; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. This item has been 5) Thistrusshasbeendesignedforaliveloadof20.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 - IO.Opsf. electronically signed and 6) Provide mechanical Connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (A=1b) sealed by Albani, Thomas, PE 2=302, 9=302. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on..pny, leet ronic co es. Tho t hasAi_AIp;`niRE?1o.3 A1i'ek1 SA 'Iq"e:@ett;ti6 b699d?aikitE-: at''8 0 'M4 February 23, 2018 0 WARNING . Varlfy daslgn paramaera and READ NOTES ON THIS AND INCLUDED M MK REFERENCE PAGE aF7473 ray. 104=0/5 BEFORE USE Design valid tar use only With Urrek® connectors. This design is based only upon parameters shown, and is for an Individual balding companent, not a truss system, Before use, the building designer mutt verify the applicability of design parameters and property Incorporate this design into the overall he budding design. Bracing indicated is to prevent budding at indiAdual trues Web and/or chard members only. Additional temporary and permanent bradng By.wT- is sways required for stability and to prevent collapse With possible personal injury and property damage. Far general guidance regarding the sU*i 11llll_ faMcation• storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Crtterla, OSM2 and SCSI Building Component 6004 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Park Sq Hms/Margate II 1966A-TRAY 10ty ty T13324981 PKS1966B-T A14 SPECIAL 1 1Job Reference iontionall Mid -Florida Lumber, Bartow, FL. 744 6-11-12 5-8 4 5x5 = 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:17 2018 5-" 4.0-12 4-7-4 Scale - 1:70.0 16 15 14 13 12 11 34 1.5x4 II 3x8 = 5xa = 3x10 = 3x4 = 3xe LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) uden Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.30 13 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Ven(CT) 0.61 12-13 784 100 BCLL 0.0 Rep Stress Incr YES WB 0.87 Harz(CT) 0.19 9 n/a n/a BCOL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 210 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1660&7.8, 9=166010-7-8 Max Harz 2=148(LC 11) Max Uplift 2-302(LC 12), 9-302(LC 12) BRACING - TOP CHORD Structural wood sheathing direly applied. BOT CHORD Rigid ceiling direly applied or 5-10-15 oc bracing. WEBS 1 Row at midpt 5.15 FORCES. (lb) - Max. Camp./Max. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=30631919, 3.4=2398/807, 4.5-2365/801, 5-0-3373/1125, 6.7-3373/1125, 7-8-28551918, 8-9=3132/1011 BOT CHORD 2-16-700/2668, 15.16-700/2668, 13-15-1009/3664, 12-13-1010/3661, 11-12-676/2507, 9-11=-840/2774 WEBS 3-16=0510, 3-15-721/281, 4-15-505/1676. 5-15-2018/694. S-12—368/100, 6-12-365/190, 7-12-359/1109, 7-11=-42/377, 8.11-315/186 NOTES- 1) Unbalanced roof live bads have been Considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L-24ft; eave=5ft: Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14)-0 to 2-0-0, Interior(1) 2-0.0 to 14-6-0. Exterior(2) 14-" to 17-641. Interior(1) 20.4-1 to 414-0 zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf banom chard live load nonconcurreni 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 Id between the bottom Chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=302, 9=302. QWARWNa • Vartly design parameters led READ NOTES ON THIS AND INCLUDED W1TK REFERENCE PAGE 11404472 raw. faiWMIS BEFORE USE Iksign valid for use only with slrrek® connectors. This design is based any upon parameters shown, and is for an hW hAdual buitaktg component, no a thus "am. Before use, the budding designer must veMy the applroabdty, of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to provers bLw4ng of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required tar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdution, storage, delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Criteria. OSS49 and SCSI Building Component Safety Information wobble horn Truss Plate Institute. 21a N. Lee Street. Suite 312. Alexandria. VA 22314. 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.pny..leeoes. j•Tho aspiAlpa'nifEPlo:3_ Mif.9 if.:¢¢.e••:.•Cort • 6993 PE st'Blv•a ,81R Patti February 23, 2018 ME MA Seat Parke Fast Blvd. Tampa, FL 36610 Job Truss cuss Type Oty Py Park Sq HmslMargate II 1966A-TRAY T13324982 PKSi9668-T A15 SPECIAL 1 1 Job Reference loptionall Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:18 2018 Page 1 10:rf BtwM3 Wg7GifrcOMM2Otryq_6K-Mgit_eyWJH2cwbdpnmMFONMIRVnGgVOe7EYOLYzif F8 S23 NO 3 144i-0 1B 5 t 22 4-t 27-t0-0 33 a 0 36 4 t2 4004 t S23 4.7.13 4.7-13 371.0 3.11-0 58-0 58-0 34112 3) 4 Sx5 II 6.o0 t2 Scale - 1:71.3 t9 is 17 16 15 14 13 5xl2 ! 3xs II 6x6 = 8xt2 UT20HS = 4x5 = t.Sx4 II 6x8 MT20HS = 3x4 = 4xS LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inv NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except* 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 2-17: 2x6 SP OSS, 14-17: 2x4 SP No. 1D WEBS 2x4 SP No.3 'Except' 517: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2-3082/0-7-8, 11-1975/0.7-8 Max Harz 2=148(LC 7) Max Uplift 2-751(LC 8), 11=-401(LC 8) CSI. DEFL. in (loc) I/de8 Ud PLATES GRIP TC 0.96 Vert(L-) 0.48 1516 >994 240 MT20 2441190 BC 1.00 Vert(CT) 0.961516 >499 ISO MT20HS 1871143 WB 0.84 Horz(CT) 0.21 11 n/a n/a Matrix -MS Weight: 239 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 7-14. 6-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6567/1595, 3.4-5103/1227, 4-5-3547/846, 5-6-35951863, 6.7-4808/1063, 7-8=5137/1062. 8-9-5119/1064, 9-10=3674/734, 10.11=-3859n60 BOT CHORD 2-19-1358/5824, 18-19-1350/5791, 17-18-961/4494, 16-17-807/4265, 1516-1220/6292, 14-15-1218/6296, 13.14-560/3268, 11-13-62013408 WEBS 3. 19-263/1083, 3-18-1498/448, 4-18=-468/1785. 4-17=1985/582. 5-17=-083/2896, 6.16=- 340/1834, 7-16-2681/S46, 7-14-13511307, 8-14-375/l20, 9-14=462/2193, 9.13= 0/285, 6.17=1898/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B-45ft; L=24ft; eave=5ft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other five 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. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=751, 11=401. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 130 lb down and 112 lb up at 6-11- 4 on top Chord, and 311 lb down and 119 lb up at 5-412, and 62 lb down at 6-11-4, and 1296 lb down and 412 lb up at 7-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 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.ppy, glectronic co es. i•Tho!lMwsA AIb;"nif.,Eo:3_ to S 1sta" c6ert,886895 Paik E> yt'Blv:' B10 February 23,2018 WARNING • Vadfy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111117472 rev. 1400 le15 BEFORE USE Design valid tot use onty with MRetA connectors. This design is based only upon parameters shown. and Is to an individual building component. not a truss system. Before we, the building designer must verity the applicability of design parameters and property incorporate this design We the overall building design. Bracing indicated is to prevent buckling of individual truss v eb andior chord members only. Additional temporary and permanent bracing (411wT' is always required tar stability and to prevent collapse with possible personst injury and property damage. For general guidance regarding the NOW fabrication, storage, delivery, erectlon arW bracing at trusses and truss systems, see ANSVVP11 Quality Criteria. OSM2 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalla01e from Truss Plate Instaute. 218 N. Lee Street. Subs 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Park Sq Hms/Margate II 19WXTRAYOty 1131y T13324982 PKS1966B-T A15 SPECIAL 1 1Job Reference loptionall Mid -Florida Lumber, aartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 57"0, 7-9=-60, 9-12=-60, 2-22-20 Concentrated Loads (lb) Vert: 19--311(F) 25-90(F) 28a39(F) 29=1296(F) 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:18 2018 Page 2 I D:rFfnwM3Wq?GifrcOMh42Dxyq_6K-MgrL_eyW UH2cwbdpnmMFOWwRVnGq VOe?EyOLYziFFS 0 WARNING • VWNy design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MM7473 rev. 111412 IS BEFORE USE. Oesign valid tat use only with Mtrek* connectors. This design Is based War upon parameters shovel, and is for an individual building cmnponets, net a Miss "0111. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall No building design. Bracing indicated is to prevent b=cldug of individual truss Web WAW chord members ony. Additional temponay and Permanent broci g . u always required for stability and to prevent rnaapse Won po"ble personal ayuy and property damage. For general guidance regarding the fabrication. adage. delivery. erection and bracing of Misses and uuu systems. gee ANSVIWt Quality Criteria, OSSA9 and SCSI Building Component 6904 Parisi East Blvd. Safety Intan cation available ham Thus Plate Institute, 210 N. Lee Stied, Suite 312, Alexandria, VA 22314. Tampa, FL 3W10 Job Truss Truss Type Oy Ply Park Sq Hms/Margate 11 1966XTRAY 1 T13324983 PKS19668-T 81 COMMON 1 all Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:30 2018 Page 1 ID:rfftlwM3Wq7GifrcOMh42Dryq_6K-08auV*51tz4vMRX7UIkSkvA4CKvae55Pm6sOmrziFF7 1- 0-0 5.1-4 9.841 1 14-2-13 19.0-0 1- 0-0 5.1.4 4-6-12 4-6-12 4-9.3 Scale - 1:34.3 4x4 = 04 = Sx8 = 4x4 = f1$- 0 9 4-0 Plate Offsets (X.YI- 17:0-4-0.0.3-01 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.46 Vert(LL) -0.14 7-13 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.31 7-13 >731 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.21 Horz(CT) 0.03 6 n/a n/a SCOL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 6=758/0.7-8, 2=82210.7-8 Max Harz 2=98(LC 11) Max Uplift 6=126(LC 12), 2-162(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1272/425, 3.4-9471323. 4-5=944/333, 5-6=-1249/429 BOT CHORD 2-7-334/1116. 6-7=31711068 WEBS 4-7 =137/559. 5-7=342/200. 3-7=-388/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf: BCOL=3.Opsf. h=15ft; B=45ft: L-24h; eave=oft; Cat. II: Exp B: End.. GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 9.841, Exterior(2) 941-0 to 12- 8-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip OOL=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 chard in all areas where a rectangle 3-" tall by 24)-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6= 126, 2=162. 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 spies. yfi9& i'?gild E "Blvd:' ,5381 , February 23,2018 0 WARMING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7472 rev. Ide24015 BEFORE USE. Design valid fa use only with MRek® cameaors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must mrly, propertyrporat theapplicabilityofdesignparametersendpropertyincorporatethis design into the GWJM WF building design Bradng indicated Is to prevent bulding of indiNdual truss web andror chord memo&% any. Additional temporary and permanent orating 11 A..YI.S' awwaysrouiredforstabilityand S topreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery, erection and bradrtg of ausaes and truss "am&. see ANSIl1P11 Quality Criteria, OSS42 and SCSI Building Component 6904 Pence East BhW. Safety Information evadable horn Truss Pale Institute. 216 N. Lee Street. Suite 312. Nnxandria. VA 22314. Tamps, FL 36610 Job Truss ruse Type Oy Py PaSq HmslMargate II 19WXTRAY Hip T13324984rk PKS1986B- T 82 1 1 Mid - Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:31 2018 Page 1 1D: rff twM3Vdq7GitreOMh4ZDxyq_6K-UKSGj46gOHCm_b6J17FiH8ZG8kl7NX1Y7meaJHziFF_ 1- 0-0 4.24 10.4-1 14-&13 19-0-0 1- 0-04.9.4 4-2-12 141 4-2-12 4-53 9 Scale - 1:34.8 4x4 = 4x4 4x4 = 4xa = 4x4 = 3x4 = 3x4 = LOADING ( psf) SPACING- 210 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 10.0 Lumber DOL 1.25 8C 0.69 8CLL 0.0 Rep Stress Inc YES WB 0.19 BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 7-758/0-7-0, 2=82210-7-8 Max Harz 2=92(LC 11) Max Uplift 7-126(LC 12), 2-162(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-12931479. 3-4-978/361. 4-5-819/363, 5.6=972/371, 6.7=12581462 BOT CHORD 2-10=397/1137, 8-10=189/819, 74=360/1079 WEBS 3.10=384/235, 4-10=451301. 5.8=82/256, 6-8=326/216 141 7-15 DEFL. in (loc) I/deg L/d PLATES GRIP Vert( LL) 0.13 10-16 999 240 MT20 244/190 Vert( CT) 0.29 10-16 793 180 Harz( CT) 0.03 7 Na n/a Weight: 89 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-15 cc puffins. BOT CHORD Rigid ceiling directly applied or 9-3-13 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh SCOL-3.Opsf; h-15ft; 8-45ft; L-24ft; eave=4ft; Cat II; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0.0 to 2-0-0, Interior(1) 2-0.0 to 9-0.0, Exterior(2) 9-0.0 to 10. 4-1. Interior(1) 14.8-12 to 19-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 lb uplift at loint(s) except (t=lb) 7= 126. 2-162. 5 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 pn. pny„aalectronic copies. y69g1 Qaik it BlvaMr- 81R February 23,2018 AWARMNO • Vadfy design paranwron and READ NOTES ON DOS AND INCLUDED alrrEK REFERENCE PAGE 6184472 rev. Id+ MOI S BEFORE USE Design valid for use only with Wek® connectors. This design is based only upon parameters &Morn, and is for an individual budding component, not a bass system. Before use. the budding designer must vmOy the applicability of design parameters and property Incorporate this design into the overact HE budding design. Bracing indicated is to prevent Welding of individual bass Zee wdfer chord rnemeers only. Additional temporary and permanent bracing M11.T- is ahvays required for stabdily and to prevent cadapae rah poaslble personam l injuryandpropertydamage. For general guidance regarding the iR.IN.. fabrication, storage, delivery• erection and bracing of trusses and truss "am. see ANSVrP1I Quality Criteria. DSS42 and SCSI Building Component 9901 Parke East ahid. Safety Indoematlon available from Truss Plate Institute. 216 N. Lea Street. Suite 312. Alexandria. VA 22114. Tampa. FL 3W10 Job Truss Truss Type Oty PlyT'' P.' eference Sq HmsAAargate 11 1966A-TRAY T13324985 PKS19668-T 83 HIP 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:32 2018 Page 1 ID:rf(nwM3Wq?G freOMh42Dryq_6K-yV.bexO618bKddh\tbimxpL5L4&b6_2iDOL7gkziFEz 1-0-0 3.9.4 7-0.0 12-4-1 15813 19-0.0 1-0-0 3.9.4 3-2.12 5.4-1 3-2-12 3S3 4x5 = 4x8 = Settle s 1:33.1 4x4 = 34 = 4x4 = 3x4 = 46 = 741-0 5.4.1 6.7-15 Plate Offsets (X.Y1- 15:0-5.4.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.09 6-10 2-999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 8C 0.81 Ven(CT) -0.19 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Harz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 91 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 2.10.13 oc punins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 7=1387/0.7-8, 2-1428/0.7-0 Max Horz 2=73(LC 7) Max Uplift 7-287(LC 8), 2=-318(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2662/578, 3.4-2470/552, 4-5=-2209/517. "-2411/542. 6-7-2531/554 80T CHORD 2-10=-484/2351, 8-10=-416/2163. 7-8v455/2185 WEBS 3.10=273/69, 4-10 =26/646, 54-12/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h-15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=1b) 7=287, 2=318. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195lb down and 175 lb up at sealed by Albani, Thomas, PE 7.0.0, 97 lb down and 88 lb up at 9 12, and 97 lb down and 88lb up at 10-3.4, and 195 lb down and 176lb up at 12-4-1 on top using a Digital Signature. chord, and 332 lb down and 76 lb up at 7-0-0. 66 lb down at 9b12. and 66 lb down at 10-3.4. and 332 lb down and 76 lb up at Printed copies Of thisp12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as from (F) or back (8). document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on.Anq.qI.ectronic copies. Uniform Loads (plf) Tho }r latEL AlbaoifElo:]_ Vert: 1-4L60, 4-5=-60, 5-7=-60, 11-14=-20 Concentrated Loads (Ile) r. Nekl$ I e:;Cen,58 y694? Palk Blv a 3S61p, Vert: 4=148(F) S -148(F) 10=332(F) 8=332(F) 17=97(F) 18=-97(F) 20=-41(F) 21=41(F) NA February 23,2018 WARNING • Verify design parameters and READ NOTES ON THE AND INCLUDED A I EK REFERENCE PAGE M 7473 rev. M42MIS BEFORE USE. Design valid for use only with Mlrek® Connectors. This design is based only upon parameters sham• and is for an individual building component, not a truss system. Before use, the bulWing designer must weft the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to preverd buckling of individual trues web andlor chard members only. Additional temporary and permanent bracing is sways requved for Stability and to prevent Collapse with possible perUrud injury and properly damage. For general guidance regarding the tabrk tim. storage, delivery• erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, OSBAS and BCSI Building Component 6004 Parke Fast SM. Safety irdontrstion available from Truss Plata Insthute, 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tamps FL 36610 Job Truss runs Type oy Park Sq HmfuMargate 11 19MA-TRAY I l ly T13324986 PKS1966B-T C1 COMMON 2 1 Job Referenge(optionall Mid-Fkxida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:33 2018 Page 1 1 D:rffnwM3W q?GifrcOMM2Dxyq_BK-0jF08m7vyuSUOuGiSOIAMZeZsYOOrSyrS45gMAziFEy t-0O 78-0 134-a 15-00 t6-0-0 t-0-0 74-0 - - - 6.2.8 I Scale a 1:28.2 4x4 = 3x4= rx.,. ... 24 II LOADING (pet) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 10.0 Lumber DOL 1.25 Sc 0.51 BCLL 0.0 Rep Stress Iner YES WB 0.14 BCOL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 11-686/0-3-8, 8=63410-3-0 MaxHorz 11=81(LC11) Max Uplift 11-252(LC 12), 8=207(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=389/42, 3-4=564/277, 4-5=SW/279, 5-6=-456/104 BOT CHORD 2-11=90/433. 10-11-42/429, 9-10=82/429, 8.9=42/429, "=82/429 WEBS 3-11=5SW473,5-9-360/341 DEFL. in (loc) Udell L/d PLATES GRIP Ven(LL) 0.06 9.10 >999 240 MT20 2441190 Ven(CT) -0.12 9-10 >999 180 Horz(CT) 0.01 8 n/a n/a Weight: 58 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6410 oc purlins. BOT CHORD Rigid ceiling directly applied or 10" oe bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft: L=24ft; eave=oft; Cat. II; Exp B: Pan. End., GCpi=0.55: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 240-0, Interior(1) 2-0-0 to 7.6 1, Exterior(2) 7-6-0 to 10-6-0 zone; cantilever left and right exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 par 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-" 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 1001b uplift at joint(s) except (t=lb) 11-2S2,8=207. 13 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 gn.pny,P,ljpgronic CQPies. NiYeklfS y b•d Girt 83 9aiu Qark E at'Blv:; meta, February 23,2018 QWARNINO - Vadry daslgn paramarms and READ NOTES ON THIS AND INCLUDED WNK REFERENCE PAGE WI.7472 rev. IMMOIS BEFORE USE. assign valid far use only with MRek® eanneedrs. Thh design is based any upon parameters &hewn, and is for an individual bulldirg component. not a truss system. Before use, the building designer must vetlfy the appkmbtly of design parameters and properly incorporate this design into the overall MR bubdkg design. Brad" Indicated is to prevent bucJding of indiddual truss web andfor Chord members only. Additional temporary and pennenaM mating ' is always required far stability and to prevent Collapse with possible personal kNwry and property damage. Fat general guidance regarding the N1I tabriution, Storage. delivery, areetion and bracing of trusses and truss systems, ads ANSIRPII ouaflty CMerU. OSada and SCSI Building Component 6204 Panro East BIM. Safety Information available from Truss Plate Institute. 218 N. Lee Street, rule 312. Alexandria. VA 22314. Tamps. FL 36810 Job Truss Truss Type Oy Ply Park Sq Hms/Margate II 19WA-TRAY I T13324987IPKS1966B-T C2 HIP 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 7.0-0 4x4 = 4x4 = 8.130 s Sep 15 2017 Mirek Industries, Inc. Fri Feb 23 13:04:34 2018 588 3x4 = 2x8 II ." 11 - 11 2xe 11 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 SCOL 10.0 LUMSER- TOP CHORD 2z4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017/rP12014 REACTIONS. (fib/size) 13=686/0-3.8, 9=63410.3.0 Max Harz 13=77(LC 11) Max Uplift 13=252(LC 12), 9=207(LC 12) 1-3.8 ' t-0.0 Scale - 1:28.9 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.61 Vert(LL) 0.08 10.11 >999 240 MT20 244/190 SC 0.53 Vert(CT) -0.12 10.11 >999 180 WB 0.14 Horz(CT) 0.01 9 n/a n/a Matrix -MS Weight: 63 lb FT - 2096 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-392167, 3.4-5671301, 4-5=461/324, 5 6=554/301, 6-7=468/133 BOT CHORD 2- 13=10S/435, 12-13-99/434, 11-12=96/435, 10.11=1001433. 9-10=100/433, 7-9=1001433 WEBS 3-13= 522/472, 6- 10=314/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wjnd: ASCE 7-10: VuR= 140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=1 Sft; B-45R; L=24f1; eave=4R; Cat II; Exp 8; Part. End., GCpi= 0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to $-", Interior(1) 12-2-15 to 16-0.0 zone; cantilever left and right exposed ;C-C for members and forces i3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live bad of 20.Opsf an the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=Ib) 13=2S2, 9=207. Id 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,ny. q pgc onjc co pies. iT ltotMnas`p(Alba"1ii 1liiek 3 Iqq"e Con;66t699dPaik > itBly IT 81QFebruary 23,2018 AWARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED WFEK REFERENCE PAGE MO.7472 r . faWMIS BEFORE USE Oesign valid for use only rter MRakS Connaetan. This design is Used only upon parameters shorn, and is for an individual building compo"M not a truss system. Before use, the building designer must verify me appkuelliy Of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevem burJdirp of indWual uuu vreb and/or chord members onty. Additional temporay and permanent bracing Is ahtays required tar stabilityand to prevent collapse with possible personal injury and property damage, far general guidance regarding the U5t fabrication. &Image, delivery, erection and bracing of truss" and wit systems, sae ANSVIP11 Quality Cmads, OSS49 and BCSI Building Component 6904 Padre East B. Salary Intannallon available from Tross Plate Institute. 218 N. Lee Street. Sues 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Hms/Margate II 1966A-TRAY IPalkSq T13324988 PKS19668-T C3 HIP 1 1 MiGFlodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:35 2018 Page 1 IO:tFkrA"3Wg7GikcOMM2Dxyq_6K-MSNn2S9AT WiCTC04GrKeRJsBLatlMu&mOanR3ziFEw t-0-0 S-0-0 to." i 13-8.8 tS4Y0 IS." 8 1-38t-0-0 S." &" 314W 4x4 = 19 20 21 22 Seale - 1:27.7 4xe = 12 US= Ise II Ira II 4x4 - 1x4 II 30 = LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.26 TC 0.83 Vert(LL) 0.10 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.20 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.02 8CDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 4- 5: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.10 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 7=827/0.8-0, 12=999/0.3.8 Max Hwz 12-58(1-C 6) Max Uplift 7-323(LC 8), 12-419(LC 8) Max Gray 72827(LC 18). 12=999(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-858/317, 3-4-10311417. 4.5=-845/383, 54-1277/516. 6-7=-1263/463 BOT CHORD 2-12=298/838, 11-12-310/838, 10.11 =384/1116, 9-10=384/1102, 7-9-384/1102 WEBS 4-11=0/266. 5.11=3151129, 5-10-15/367. 3-12- 497/249 toe) uden Ud I PLATES GRIP 10-11 :- 999 240 MT20 2441190 10-11 >842 180 7 hire n/a Weight: 67 Ill FT - 20% Structural wood sheathing directly applied or 4-1.14 cc puffins. Rigid ceiling directly applied or 10-0-0 oc tracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. 11; Exp 8; Part. End., GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live bad 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-" tall by 2-0-0 wide will fa between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (IA=1b) 7=323, 12=419. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 223 lb up at 5-0-0. 70 lb down and 1141b up at 7.0-12, and 70 lb down and 114 Ili up at 7-114, and 143 Ill down and 223 Ill up at 10-" on top chord, and 76 Ill down and 17 Ill up at. 5-0-0. 52 Ill down and 17 Ill up at 7412, and 52 Ill down and 17 Ill up at 7-114, and 76 Ill down and 17 lb up at 9-11-4 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4- 60, 4-5=- 60, 5.8 -60, 13-16=20 Concentrated Loads (lb) Vert: 4-96( F) 5=96( F) 11=-46(F) 10=46(F) 20=70(F) 21=70(F) 23=41(F) 24=41(F) 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.pny Pglectronic copies. j Tho s.fl/illyilit?E7 o:3 0 February 23,2018 QWARMNO • Varify design parameters and READ NOTES ON TIM AND INCLUDED WTEK REFERENCE PAOE 401F7473 raw. 16AUMIS BEFORE USE Set M"-Om Oesign valid tot we only with 4tre4® connectors. This design is based ordy upon parameters shown. and is for an Individual building component. net a truss system. Before use, the building designer must verify the applicability of design parameters snd property incorporate Nis design Edo the overall budding design. Bracing indicated is to prevent building of individual truss web andlor chord members only. Addilidnal temporary and permanent bracing is always required for Stability and to provers cai apse with possible permed injury and property damage. For general guidance regarding the ow fabrication. Storage, delivery, erection and bracing of Uutses and truss "amt. see ANSVM1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information avadablahorn Truss Plate Institute, 21a N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss cuss Type Oty Park Sq HmsAAargate IIINIIA-TRAY JACK IPty Tt3324989IPKS1966B-T C.1 4 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 23 13:04:36 2018 Page t ID:rffnwM3Wq7GitreOMM2DxycL6K-q1xJmo9oEpg34M?GgYrt 8GCN9wituH82KLzvziFEv Scale - 1:7.9 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in lac) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Ven(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 5 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=11/Mechanical. 2-130/0.3-8, 4-2/Mechanical Max Harz 2=40(LC 12) Max Uplift 3-11(LC 9), 2=56(LC 12), 4=2(LC 1) Max Grav 3=17(LC 17), 2=130(LC 1), 4.13(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsh h=15ft; B=45ft; L=24ft; eave=oft; Cat. It: Exp 8; Part. End., GCpi-O.55; MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces B 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 bad nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will 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) 3, 2, 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny,lectronic copies. Tholhas:p(/ilE;fiiPElo:3 O 6h°i ltS 1"t-F Caff, P' a Park3'E'BM`T' file, February 23,2018 0 WARNING - Verily daslpn pantmefra and READ NOTES ON THIS AND INCLUDED afREK REFERENCE PAGE M I-7473 rev. 1aNYla/S BEFORE USE. Design valid for use any with MRek® Contractors. This design is based only upon parameters shown, and is for an individual building component, not a truss "am. Before use, the building designer mum verify, the applicability of design parameters and property incorporate this design into the ovarsl building design. 8racing indicated is to prevent buckling of individual truss web andlr chord members only. Additional temporary and permanent bracing 14. is always required fat stability and to prevent mWP10 with possible personal injury and property damage. For gen eral guidance regarding the NA 1!lwT .' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Infrmallon available from Truss Plus Institute, 218 N. Lee Street, Suae 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Paris Sq Hms/Margate II 1966A-TRAY 1p" T13324990 PKS19668-T CJ1 JACK 9 1 Mid -Florida Lumber, Bartow, FL. a.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:36 2018 Page 1 ID:rffrtwM3Wq?GifmQMM2Dxyq_6K-qIx9mo9oEpg34M?GgYrt BGCnl9 1ruH82KLzVziFEv 1-0.0 1." 1-" 1" LOADING (psf) SPACING- 210 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.26 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0.7-8, 4-0/Mechanical Max Hors 2=35(LC 12) Max Uplift 3=3(1_C 9), 2-59(LC 12) Max Grav 3=11(LC 17), 2=130(LC 1). 4-12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:7.0 2x4 = DEFL. in (bc) Udefl Ud PLATES GRIP Ven(LL) 0.00 5 >999 240 MT20 2441190 Ven(CT) 0.00 5 >999 180 Harz(CT) 0.00 2 Na n/a Weight: 5 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direciy applied or 1-0.0 oc pudins. 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.Opst h-15ft; 8=45ft; L-24ft; eave=oft; Cat. It: Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and fortes 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live bad of 20.Opsf on the bottom chard 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 1001b uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pnylectronic co es. Tho nas pj Jilbariif,E1•li%3 fi99i PaikFEa t'"6M•d . 81R February 23,2018 O WARNING - Verily design parameters and READ NOTES ON TM AND INCLUDED WTEK REFERENCE PACE 101,7473 taw. IdA MIS BEFORE USE oet"n valid for use only With urrelsceruWctors. This design Is based only upon parameters ahem, and is tar an Indhilduol bu" Component, not a bass system. Before use, the bulking designer must verity the applicability of design parameters and properly Incorporate this design into the events No building design. anteing Indicated is to prevem buckling of individual truss Web andlor chord membem only. Additional temporary and permanent Mating wtyl' Is always required br stability and to prevent Caaapse With possible personal injury and property damage. For general guidance reporting the L7rd fabrication, songs, delivery, erection and bracing of basses and bass systems, see ANSVIV11 Quality Criteria, OS842 and SCSI Building Component 6904 Ps" East Blvd. Safety Information avallable from Truss Plate InDdule. 218 N. Lee Sucre. Sucre 312. Alexandria. VA 22314. Tampa. FL 361110 Job Truss rues Type Oty PlyPark Sq Hms/Margate II 1966A-TRAY JACK I T13324991 PKS19668-T CJ2 1 1 all Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:37 201a Page 1 1 D:rFfnwM3 Wq?GtfrcOMh42Dxyq_6K-IU VX_8AR?7ywi WaTOGM6 WPpNEOU7ml8RNi3uVxziF Eu 241-0 2-8-0 Scale = 1:12.1 3x4 i 3, I LOADING (pso SPACING- 2.00 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 3-6 ,999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.08 Vett(CT) -0.00 3-6 ,999 ISO BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 2 We We BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 9 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 248-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=104/0.7-8, 2=70/Mechanical, 3=35/Mechanical Max Harz 1-36(LC 12) Max Uplift 1=6(LC 12), 2=29(LC 12) Max Grav 1-104(LC 1), 2-70(LC 1), 3=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h-15f1; B=45ri; L-24ft: eave=4h; Cat. II: Exp B: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live bads. 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 rrt 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) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified gn.Any ,agleetronic copies. 11 a Slytllge: pCirtEBRI 69i1A Falk Eh. . i139 a14& February 23,2018 O WARNING. Verly design Parsmatrs and READ NOTES ON THIS AND INCLUDED e07EK REFERENCE PAGE AM7472 tay. 10&W,2015 BEFORE USE Oesign valid for use only with MfTek® connectors. This design is based only upon parameters shown. and is for an atdiuidual bu" component. not a truss system. Before use. the building designer must verity the applkubday of design parameters and property incorporate this design into the o"fall Wd building design. Bracing indicated is to prevent bucidalg of indMdual in= web androf Chord members Wily. Additional temporary and Permanent bradrp is ahr" requ rad for stabiliy, and to prevent collapse wan possible "me" injury and property damage. For general gnddanca regarding the KAM fatirkatidn, storage, delivery, emotion and bracing of trusses and truss systems, see ANSVM1 Quality Criteria, DSBAS and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss russ Type Oy PlyPark Sq HmslMargate II 1966A-TRAY JACK 1 T13324992 PKS19668-T CJ3 9 1 Job Reference (optionan Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:38 2018 Page 1 ID:rFMwM3Wg7Gifr Mh4ZDxyq_6K-ng3vBU83mR4nKg&WtL3eLYwZgRVINaeMpR1OziFEI t-0-0 3410 t-0-0 3-0.0 Seek: 1"-V 2x4 = j 3-0-0 341G LOAOING (psf) SPACING- 2.0-0 CSI. OEFL. in roc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(U.) -0.00 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.25 SC 0.08 Vert(CT) -0.01 4-7 -999 180 SCLL 0.0 Rep Stress Incr YES 0.00 Harz(CT) -0.00 3 We n/a 8COL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10.0.0 oc bracing. REACTIONS. (Ib/aize) 3=7 1 /Mechanical. 2=188/0.7-8, 4-36IMechanical Max Harz 2-62(LC 12) Max Uplift 3=26(LC 12), 2=50(LC 12) Max Grav 3=71(LC 1). 2-188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; SCOL-3.Opsf; h-158; 8=45f1; L=24R; eave=4rt; Cat. 11: Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 2-11-4 zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonaoncurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0.0 wide will 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) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,pny,.Plectronic copes. ThorlMlat{4./ilE 6i4.,E 1o:3 6994 Paik E>tt'Blv:a ,6111', MA February 23,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED AMK REFERENCE PAGE 1eE7473 rev. 10WMIS BEFORE USE Design valid tot use only with UiTek® connecla t. This design is based only upon parameters morn, and is fa an Individual budding Component, notMRatruss "am. Before use, the building designer must verity me applicability of design parameters and properly incorporate this design into the overall µ budding design Bracing indicated is to prevent buckling of individual truss Wait and/or chord members only. Addaional temporary and permanent bracing 175,. Is always required lot stability and to prevent collapse with passible personal injury and preperry damage. For general guidance regarding the N kl_ fabrication. storage. delivery. erection and bracing of trusses and truss systems, we ANSVrPl1 Qualify Criteria. OSBd9 and SCSI Building Component 6904 Parka East 81W. Salary krannatkn evadable from Truss Plate Institute. 218 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa, FL 361110 Job Truss cuss Type Ply Park Sq HmslMargate II 1966A-TRAY JACK 10ty T13324993 PKS1966B-T CJ3A 3 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 23 13:04:39 2018 Page 1 ID:rffnwM3Wq?GifreOMh420xy1L6K-FteHPPChXkCdxpjMPacquiCyAHECdkgOY?agsiFEs 1- 0-0 3-0-0 Seale - 1:13.0 3x4 3- 0-0LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.25 8C 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Iner YES WB 0.00 Harz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 11 Ib FT - 20% LUMBER- 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 80T CHORD Rigid ceiling directly applied or 10-&0 oc bracing. REACTIONS. ( lb/size) 3=74/Mechanical, 2=188/0-7-8, 4=34/Meehanical Max Harz 2-78(LC 12) Max Uplift 3=-47(LC 12), 2=58(LC 12) Max Grav 3=86(LC 17), 2-188(LC 1), 4-53(LC 3) FORCES. ( lb) - 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; BCDL=3.Opsf; h-15ft; 8=4SR; L-24ft; eave=4ft; Cat. II; Exp B: Part. End., GCpi=0.55: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live bads. 3) ' This truss has been designed for a live bad 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) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. pny„aleetronic copies. Ni iek 9,q"F-CerP6 699APaik a! Blvda81R February 23,2018 0 WARNING - Vert y dasign parameter, and READ NOTES ON THIS AND INCLUDED WWK REFERENCE PAGE 1101•7472 rw. 1dA MIS BEFORE USE Design valid for use only %On Mrtalm connecom. This design is based only upon parameters shorn, and is for an Indi Actual budding oomponem, netNo atrusssystem. Before use, the budding designer must verily the applicability of design parameters and property Incorporate this design into the overall - µ buddingdesign. Bracing Indicated is to prevent buciding of individual truss web and/or chord members any. Additional temporary and Permanent bracing :i1. Isalwaysrequiredfar8laedity, and to prevent collapse won possible Wee" injury and property damage. For general guidance regarding the rri.IN._ fabrication, storage, delivery, erection and bracing of woes and wss systems, ace ANSVIVII Quality Crheda, 031149 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms&Aargate II 1966A-TRAY 1 T13324994 PKS19668-T CJ3B JACK 1 1 all Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries. Inc. Fri Feb 23 13:04:40 2018 Page 1 ID:rff vwM3V g7Gi rcOMh4ZDrA_6Ki3Agc9DJI2KUZzl230wp81RsXMSrzM38Y6GziFEr 34-0 t-0-0 34-0 LOADING (psq SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 10.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.00 SCOL 10.0 Code FBC2017frP120/4 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Ib/size) 3=4 1 /Mechanical, 4--54/Meehanieal, 5=308&3.6 Max Harz 5-78(LC 12) Max Uplift 3=38(LC 12), 4=54(LC 1), 5=125(LC 12) Max Grav 3=57(LC 17). 4=32(LC 12), 5-308(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:13.0 DEFL. in (loc) I/deg Lid PLATES GRIP Vert(LL) 0.00 4-5 2-999 240 MT20 2441190 Vert(CT) 0.01 4-5 >999 ISO Horz(CT) -0.02 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oe purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd-108mph; TCDL-4.2psf: BCOL=3.Opsf,, h=15R; B=45R; L=24R; eave-4R; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to 2-11-4 zone; cantilever 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 bads. 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 Ill uplift at joint(s) 3, 4 except (#=1b) 5=125. 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 Qn,ppy.,qlectroonic co es. N)!i lfS ilgqta'E_L`•;CerPfi3 r 699l1F E at'6h a 9111R February 23,2018 QWARMNG • Vanity daslgri parsmsN rs and REAO NOTES ON THIS AND INCLUDED ONK REFERENCE PAGE 11411.7472 ray. 1&9=01 S BEFORE USE. Design valid for use only with Mlrett® connectors. This design Is based only upon parameters shown. and is fa an individual bulking cornponem, not a truss "am. Before use, the building designer must vedy the appliuWGty of design parameters and property incorporate this design into the overall MR building design. Bracing indicated Is to prevent budding of indMdual truss web and/or chord members only. Additional temporary and permanent bracing 111y1.wT' is always required for stability and to prevent coMpse with possible personal injury and property damage. For general guidance regarding the I i11N. fabricitldn, storage, delivery, erection and bracing of trusses and truss systems, ace ANSVrPl1 Ouathy Criteria, OSS42 and SCSI Building Component 6904 Parke Fast Sm. Safety Intomution available from Truss Plme Insibute. 219 N. Lee Street. Suse 312. Alaundria. VA 22314. Tampa. FL M610 Job Truss Truss Type Oy Ply Park Sq Hms/Margate 11 1966A-TRAY T13324995IPKS1966B-T CJ4 JACK 1 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi rek Industries. Inc. Fri Feb 23 13:04:41 2018 Page 1 10:fffnwM3Wg7GifrcOMM2Dxyq BK-BFk2pVDx3MSL87tEd6R2hFzOgmpMi6711JISeiziFEq 4$-0 4-" 3x4 = 4u-0 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in loc) Ildell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.03 3.6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Ven(CT) 0.05 36 999 180 SCLL 0.0 ' Rep Stress Incr YES V4B 0.00 Horz(CT) 0.01 1 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=184/0.7-8, 2-124/Meehanikal, 3-60/Meclanical Max Hoe 1-64(LC 12) Max Uplift 1-12(LC 12). 2-51(LC 12) Max Grav 1=184(LC 1). 2=124(LC 1). 3=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:17.1 PLATES GRIP MT20 244/190 Might: 15 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins. 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; 8=4511; L-24ft; eave=oft; Cat. II: Exp 8; End., GCpi-0.18; MVvFRS (directional) and C-C Exterior(2) 0-0.0 to 34-0, Interior(1) 3-0-0 to 4-7-4 zone;C-C for members and forces & MVJFRS 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 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tell by 2-0-0 wide will fa 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) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified gn.ppy.lectronic co es. i-T tomas pi Alti nif.,ETjo:393 MIYe tfS If"c"f Cen;88 469A Paik i 5t'BWa' ,1981k 1pA February 23,2018 O WARMNG • Verily daalpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WF7473 rev. 1010=015 BEFORE USE. Design valid for use only with UlTetk® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must very the applicability of design parameters and properly incorporate this design into the overall is budding design. Bracing indicated is to prevent budding at individual trust Web and/or Chord members only. Additional temporsfy and permanent bracing ill" Is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the Ij, labneation, storage, delivery, erection and bracing of trusses and truss systems, ace ANSUMI Quality Crlterla, OSS42 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inslaute. 21a N. Lee Street. Suite 312. Akxandru. VA 22314. Tamps. FL 366t0 Job Truss fuss Type Oy Py Park Sq Hms/Margate IIIWGA-TRAY JACK T13324998 PKS1966B-T CJS 7 1 Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi rek Industries, Inc. Fri Feb 23 13:04:41 2018 Page 1 ID:tFBrwM3Wg7GiftOMh4ZD>tyq_6K-BFk2pVDx3MSL87tEd6R2hFz7ZmoFi67I IJI SeiziFEq 1-0-0 1 1-0.0 I 543-0 2x4 = LOADING (psf) SPACING- 210 CSI. OEFL. in loc) I/deg Ud ILL 20.0 Plate Grip DOL 1.25 10.32 Vert(LL) 0.04 4 7 999 240 TCDL 10.0 Lumber OOL 1.25 8C 0.26 Vert(CT) 0.06 4-7 988 180 8CLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-7-8, 4-64/Mechanical Max Hoe 2=90(LC 12) Max Uplift 3=50(LC 12). 2=54(LC 12) Max Gray 3=127(LC1).2-264(LC 1).4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:17.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh SCOL-3.Opsf; h-158; 8-45f1; L=24R; eave=4R; Cat. It: Exp B: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Intertor(1) 2-0.0 to 4-11-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconaurrent with any other live bads. 3) - This truss has been designed for a live bad 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) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.ppy,,gilectronic copies. Tho nas pit All,,it iff.,E Wo:3_ rMlt"iekltS 'I'e:•`FGCM;68 69AA'Farki'E-t''BIGi}z. -i-3381Q February 23,2018 Q WARNING • Verily design Parentsfant and READ NOTES ON THIS AND INCLUDED A TEK REFERENCE PAGE aeF7473 rev. 1d W615 BEFORE USE Design valid for use only with UTek* connardom. This design is baled Only upon parameters shown, and is for an individual building component. not a truss "am. Before use, the building designer must uwVy the appliubllity of design perafnMent and property incerperne this design into the overall budding design. Bracing indicated Is to provers buckling of individual truss web and/or chord members any. Additional tempora ry and permanent bracing 11eJ1' is always requirod far liability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the Uric fabrication, storage, delivery, araaion and bracing of trusses NW truss systems, see ANSI/TPII Quality Criteria, OSS42 and SCSI Building Component 6904 Parka Fast BM. Safety Information avaiable from Truss Pate Institute. Ilia N. Lee Street. Suite 30. Alexandra, VA 22314• Tamps. FL 3WO Job Truss cuss Type 0ty PlyPark Sq HmsMlargate II 1968A TRAY T13324997 PKS19668-T O1 MONO HIP 1 1 Mitt -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fit Feb 23 13:04:42 2018 Page 1 ID:rffti*U3Wq?GifrcOMMZDxyq, 6K4RI01rF-ZgfaCOHS08pyHOSW7fA vRYKAXznfA9ziFEp 1-0-0 S-0-0 6.8.0 1-0-0 5_0_0 Scale - 1:12.1 04 = 1.Sx4 II 3 4 S 2x6 = 1.Sx4 II Sd-0 1.B-0 Plate Offsets (X.Y<- MO-6 0.0.0-141 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/deO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.16 6-9 2-500 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.33 6.9 236 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 29 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORO 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=402/Merhaniral, 2=368/0.7-8 Max Hors 2=91(LC 8) Max Uplift 5=99(LC 8). 2=81(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=316/143 Structural wood sheathing direly applied or 6-0-0 oc puffins, except and verticals. Rigid ceiling directly applied or 7-2-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h-15ft; 8=45ft; L=24ft: eave=oft; Cat. II; Exp 8; End., GCpi=0.18; 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 chard live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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 Ile uplift at joint(s) 5, 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at S" on top chord, and 92 lb down at 544 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the lace 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 (pit) Vert: 1-3=60, 3.4=-00, 5-7-20 Concentrated Loads (lb) Vert: 3 =123(B) 6=-65(8) 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.ionyAeglectronic Cop es. iTho(nat"JiltiiidifE lo:35le. to aMl e%i1S Iqfj"c:F Gart;86 p' 6993'Faik sisf'Blv ,BtQ February 23,2018 Q wARMNo • verify design parameters and REAO NOTES ON THIS AND INCLUDED a11TEK REFERENCE PAOE 1101.7472 rev. I&W*015 BEFORE USE. Design valid for use arty with Nftelt® connectors. This design Is baud only upon parameters shown, and Is fa an individual building component, not a truss system. Before use• the building designer must verify the appfcabdey of design parameters and property incorporate this design into the ever" building design. Bracing indicated is to prevent budding of individual truss web andiat Nord members only. Additional temporary and permanent bradrg „wT is always required for stability and to prevent collapse whit possible personal injury and property damage. For general guidance regarding the WIN fabrication, storage, delivery, erection and bracing of trusses and truss systems, acre ANSVTF4I Quality Criteria, 03849 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Sude 312, Alexandria, VA 22314. Tampa. FL 3111110 Job Truss Truss Type Oy PlyPark Sq Hms/Margate 11 1966A-TRAY 1 T13324998 PKS19668-T FT1 SPECIAL 1 1 Job Reference lootionali Mid-Flodda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:04:43 2018 Page 1 ID:rF twM3Wg7Gif QMh42DrA_6K-7esoEBFBbzi3OR1dkWfWmg2laaXMAwAjkMCibziFEo 3310 6.7.4 3310 3310 2x4 11 4x4 = 1 4x4 = I.Sx4 11 1.5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 SC 0.09 SCLL 0.0 ' Rep Stress Inu NO WB 0.41 BCDL 10.0 Code FSC2017/fP12014 Matdx-MP DEFL. In (loc) Udefl Ud PLATES GRIP Ven(LL) -0.01 5 >999 240 MT20 2441190 Ven(CT) -0.02 5 >999 180 Harz(CT) -0.00 4 We We LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=912/04-12, 4=1316IMechanical Max Uplift 6-262(LC 4). 4=-392(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=880/267, 1-2=792/235, 2-3-792/235, 3.4-1284/397 WEBS 1-5-322/1086, 2-5=14231469, 3.5=322/1086 Scale a 1:21.5 Weight: 48 lb FT - 20% Structural wood sheathing directly applied or &" ac puriins. except end verticals. Rigid ceiling direly applied or 10 3-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=3.0psf; h=15ft; 8=45ft; L-24ft; eave=oft; Cat. 11; Exp 8: End., GCpi=0.18: MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will in 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 (P=lb) 6=262,4=392. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 574 lb down and 227 lb up at 2-4-0, and 574 lb down and 227 lb up at 4 4 . and 574 lb down and 227 lb up at 5.54 on top 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 (plt7 Vert: 1-3-W. 4-6-20 Concentrated Loads (lb) Van: 7=574 8=574 9=574 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 gn.pny,lectronic copies. Tho asA(AlpanlP.,E Jo:3_, Oj MI4ie 1 SA 12::G1M;fi8 p' y69p4'Paikii BIv2 A.81Q February 23,2018 O WARNING . Vedly deslpn parameters and READ NOTES ON THIS AND INCLUDED W TEK REFERENCE PAGE a10.7172 rev. 10162MIS BEFORE USE. Design valid for use only with Urrak® connectors. This design is based only upon parameters shavm, and is for an individual building component, notMRatrusssystem. Before use, the budding designer must verity the appliuWlby of design parameters and property incorporate this design Into the overall OWNbuddingdesign. 6 ring indicated Is to prevent bueldirp of individual trussvreb andlot Chord members only. Additional temporary and permanent bMdng 125s. is always required kV stabldly and to prevent ceitapse vreh possible personal injury and property damage. For general guidance regarding the 15 rab&stion, storage, delivery, erection and bracing of wastes and truss systems, ace ANSVrPl1 Quality Criteria. OSS42 and SCSI Budding Component 6904 Parka East alwa. matey bdorntnlen avaSable from Truss Plate Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa. Fl. 36610 Job Truss russ Type Oty Park Sq Hms/Margate II 1966A-TRAY JACK IPly T13324999 PKS19668-T JS 5 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Fri Feb 23 13:04:44 2018 Page 1 ID:rFfrlwrM3Wq7GifreOMh4ZDrA_6K-bgOASXGgMHgw2beplE_UtbUTzprvTtT HGmF1ziFEn t-0-0 5-0-0 1-0-0 540 Settle - L' 17.9 3x4 i Sd0 S.6G I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ude6 Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.41 Vert(LL) 0.05 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 4-7 991 180 8CLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) 0.01 3 n/a nla BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 18 lb FT - 2096 LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 REACTIONS. (Iblsize) 3=130/Mechanical, 2=264/0.7-8, 4=61/Mechanical Max Harz 2-117(LC 12) Max Uplift 3=43(LC 12). 2=70(LC 12). 4=2(LC 12) Max Grav 3=150(LC 17), 2=264(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oe purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=4511; L-24ft; eave-4ft; Cat. 11; Exp B; Pan. End., GCpt=0.55; MWFRS (directional) and C-C Exterior(2) -1 0 0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will rd 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) 3, 2, 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.Any.eglectronic copies. I T)<omas:{4.A7tiarii PEMo:3 . MI_ ekJSA If"ea"f Cert:fiff ' 469E<1Paik ir!'BIvt3:•' ,8 • 0j February 23,2018 O WARNINO • Vadly, design parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE seF7471 rev. IOALV2015 BEFORE USE. assign vNid lot use only with UrTakS connectors. This design is based ory upon parameters Shawn, and is for an individual building component, not a truss System. Before use, the bu icift designer must verify the applicability of design parameters and property incorporate this design into the overall Nff budding design. Bracing indicated is to prevent building of individual in =a web and/at chord members any. Additional temporary and permanent bracing 11t11:T Is sways required for staboiy and to proven collapse with potable personal injury and property damage. Far general guidance regarding the i 11t fabrication, storage, delivery, erection and bracing of trusses and con systems, see ANSUMI Owthy Criteria, 058,419 and SCSI Budding Component 6904 Parke East Blvd. Safety Infomration available mom Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 1e810 Job Truss russ Type Oty PlyPark Sq Hms&Aargate 11 1%6MTRAY JACK 1 T13325000 PKS19668-T J6 1 1 Job Reference (ontionall Mid=Florida Lumber, Bartow, FL. 2x6 = 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 13:04:44 2018 Page 1 ID:rFfnwM3Wq9GfrcOMh4ZD>yq_6K-bgOASXGgMHgw2bcp1E_UtbOtzn9vTtT HGmF1ziFEn 0 0 Seale = 1:22.0 f3$0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ven(LL) 0.11 3-6 >727 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Veft(CT) -0.21 3.6 >385 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matrix -MP Weight: 21 Ib FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 or puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 1=264/0-7-8, 2=176/Mechanical, 3-88/Mechanieal Max Horz 1-92(LC 12) Max Uplift 1=21(LC 12), 2=70(1-C 12) Max Grav, 1=264(LC 1), 2-176(LC 1). 3=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf: BCDL=3.Opsf, h=15ft; B=45ft; L-24ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extertor(2) 0-0.0 to 3.0-0, Interior(1) 3-0-0 to 6-7-4 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 nonc:oncurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 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) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.pny.leetronic eo es. abYfe sggr afiic'e rts13V9Eti1? aikFE Eha811i NO February 23,2018 0 WARMING • Vufly dealyn paramafua and READ NOTES ON THIS AND INCLUDED MMK REFERENCE PAGE 1,61-7472 /dAU001S BEFORE USE Design valid for use only with MReke connector&. This design is based only upon parameters shown, and Is for an Individual budding component. rat a truss system. Before use, the budding designer must vertfy the spithutd6ry of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlar Moro members only. Additional temporary and permanent bracing IltJl is always required for Stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the L}5r tabrimion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI Quality Criteria, OSS26 and SCSI Building Component 6904 Pane East Blvd. Safety Information available Item Truss Plate Institute. 218 N. Lee Street, Suite 312. Mannerist. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy PlyPark Sq Hms/Mafgate II 1966A-TRAY 1 T13325001 PKS1966&T J7 JACK 12 1 job Reference (astionall Mid -Florida Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:04:45 2018 Page 1 ID:rffnwM3Wq7GiheOMh42Dxyq_6K-30_2flGS7aznikB7s)A r58beN6oew6tDx7JnUziFEm 1-0 0 7-0-0 1-0-0 7-0-0 2x8 = Scale - 1:22.9 7-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 >679 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.54 Ven(CT) -0.24 4-7 >348 180 BCLL 0.0 ' Rep Stress Inrr YES VdB 0.00 Horz(CT) 0.00 2 n/a n/a BCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 1044 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-7-8, 4=90IMechanical Max Harz 2=118(LC 12) Max Uplift 3=73(1-C 12), 2=59(LC 12) Max Grav 3=183(LC 1), 2-342(LC 1), 4-129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (11d) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h-15ft; B=45ft; L-24ft; eave=oft; Cat. II: Exp B; End., GCpi-0.18; MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads. 3) ' This truss has been designed for a live Wad of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 24-0 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 loint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.ppy,glectronic copjes. Tho tp:dilli$eifE9Jo:393r., 1MiY, .ITSA Iq'cs Cert,88 _. r, 6994?ailiEd.E>lit`t31va•$a .81Q; February 23,2018 0 WARMNG - Vartry design panmaters and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE MIF7473 few. 18AIVA1S BEFORE USE Design valid for use only with MTek® cmnnectors. This design is based a" upon parameters shown. and is for an individual budding component. not a truss system. Before use, the budding designer must verily the app8cobiliy of design parameters and property incorporate this design into the overall WK budding design. Bracing Indicated is to prevent budding of individual truss web and/or chord members onty. Additional temporary and permanent bracing wT' 1s always required for stability and to prevent collapse with possible perwnal injury and property damage. For general guidance regarding the IU fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPN Quality Cdeeda, OSS42 and BCSI Building Component 8204 Parke East BM. Safety Information evadable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alewndria. VA 22314• Tamps. FL 36610 Job Truss ruse Type Oty PlyPark Sq Hms/Margate II 1966A-TRAY 1 T13325002 PKS19668-T J7T SPECIAL 8 job Reference (aptionat) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries. Inc Fri Feb 23 13:04:46 2018 Page 1 I0:rffnwM3Wq7GifrcOMh42Dxyq_6K-YDYxIDH4uuSeHumBOf 1 DOIgIWnUSNM2mRblsKw7iFEl 1-0-0 2-7-0 4 9 9 7-" 1-0-0 2.7.8 2-2-1 2-24 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCOL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP Na.2 BOT CHORD 2x4 SP N0.2 Except' 3.9: 2x4 SP No.3 WEBS 20 SP No.3 1.5x4 11 CSI. DEFL. in loc) Well Lid TC 0.88 Vert(LL) OAS 8 556 240 BC 0.34 Vert(CT) 0.26 8 323 180 WB 0.12 Horz(CT) 0.13 7 n/a n/a Matrix -MP REACTIONS. (Ib/sfze) 5=1O/Mec hanieal, 2=343/0-7-8, 7-269/Mechanical Max Harz 2=118(LC 12) Max Uplift 5=17(LC 3), 2-57(LC 12), 7-54(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=3621181 BOT CHORD 3-7--331/392 WEBS 4-7-457/387 Scale - 1:22.9 PLATES GRIP MT20 244/190 Weight: 29 Ito FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing, Except: 6-" at bracing: 2-9. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsf, h=15R; B-45R; L=24R; eave=4R; Cat. II; Exp B: End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0.0, Interior(1) 2-041 to 611-4 zone;C-0 for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 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) S. 2, 7. 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 TnA1tiePE9do:3O)13AoeS. aeK l Ai; lrf..c: f-Cart;fi 69 Paik st Btv$' ,61A; February 23,2018 0 WARMNG • VarNy Asalan parematers end READ NOTES ON TNIS AND INCLUDED aOTEK REFERENCE PAGE a0F7472 ray. M0614014 BEFORE USE. Design valid for use only with Urrek® connectors. This design as based only upon parameters shown. and is fe an h rlhAdual building compcoee . not MRatrustsystem. Before use, the building designer must verify the applicability of design parameters and properly ineorporme this design into the events buildup design. Bracing indicated is to prevent budding of individual roue web and/or Chord members only. Additional temporary and permanent bradng 115A.rS' L71rrar lWU.._ is always required for stability and to prevent collapse with potable personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusam and truss systems, see ANSVMI Quality Criteria, OSS46 and SCSI Building Component 99W parka Fast aaw. Safety information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss TypeOty Py Park Sq HmslMargate II 1966A TRAYT13325003JACKPKS19668-T KJS 2 1 Job Reference (antionall Mid-Flaida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, lne. Fri Feb 23 13:04:46 2018 Page 1 ID:tfhtsMl3Wq?GifreOMh420xyq_6K-YDYxtOH4uu5eHumBOf 1 DOIgp%MV7NMKmRblsKVMFEI 1 4 7414 1-4-4 7-0.14 t 12 6 1x4 11 LOADING (psf) SPACING- 200 CSI. DEFL. in loc) IldeB Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) 0.03 5-6 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.28 Ven(CT) 0.04 54 999 180 BCLL 0.0 Rep Stress Inv NO WB 0.07 Harz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP scale - 1:17.5 PLATES GRIP MT20 2441190 Weight: 25111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. SOT CHORD 2x4 SP No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/si2e) 4=11O/Meehanieal, 5=3 1 /Mechanical, 6=507/0-6-7 Max Horz 6=116(LC 8) Max Uplift 4-67(LC 5), 6-204(LC 8) Max Grev 4=11O(LC 1), 5=80(LC 3). 6=507(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=3701221 NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp 8; Part. End., GCpi=0.55: MWFRS (directional); cantilever left exposed; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 344 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 except (jiulb) 6=204. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 27 lb up at 1.6.12. 3 lb down and 27 lb up at 1-&12, and 3 lb down and 58 lb up at 4.4-12, and 3 lb down and 58 lb up at 4-4-12 on top chord, and 2 lb up at 1.&12. 2 Ib up at 1-&12, and 5 lb down at 4-4-12, and 5 Ib down at 4-4-12 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 (pm Vert: 1-4=60, 5-7-20 Concentrated Loads (lb) Vert: 12=4(F=2, 8=2) 13=10(F-5, 8=5) 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.pny,,lectronic copies. The t` •AlbanlPEMo:3 Mi ekl S :Igqe:_Cafffi r fi994 ?aik:af'Blv . 81k February 23,2018 O WARMNG - verily design paramerers and READ NOTES ON TM AND INCLUDED WTEK REFERENCE PAOE AW473 nv. 1de]rl615 BEFORE USE Design valid far use only, rim Mfrek* connector%. This design is baud only upon parameters shown, and is far an indivdual building component, not a truss system. Before use, the building designer must roily the applicability of design parameters and propeny incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andlor chord membersonly. Additional temporary and permanent bracing MA is sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the L1Ga fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Criteria, OSS42 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Item Truss Plate Institute. 2111 N. Lee Street. Suite 312. Albumins. VA 22314. Tampa, FL 36610 Job Truss russ Type Oty Ply Park Sq Hrns#Aargate 11 1966A-TRAY JACK I T13325004 PKS19668-T KJ5A 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 6.130 a Sep 15 2017 MiTek InduSmes, Inc. Fn Fen 23 13:04:47 2015 144 6.10.9 Scale • 1:16.8 2x6 = 7.614 7A14 t LOADING (psf) SPACING- 24-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.11 4-7 >782 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.2S BC 0.60 Vert(CT) -0.25 4-7 :-340 180 BCLL 0.0 Rep Stress Incr NO 1NB 0.00 Harz(CT) 0.01 2 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=371/0-11-6, 4-J5IMectanical Max Harz 2=89(LC 8) Max Uplift 3-62(LC 8). 2-85(LC 8) Max Grav 3=183(LC 1). 2-371(LC 1). 4-130(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL4.2psf; BCDL=3.Opsf; h=15ft; 845ft; L=24ft; eave24ft; Cat. If: Exp B; End., GCpi=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live bads. 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) 3, 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ili down and 11 lb up at 1-6.12. 3 lb down and 11 lb up at 1-6-12, and 3 lb down and 43 lb up at 4-4-12, and 3 lb down and 43 lb up at 4-4-12 on top chord, and 2 lb up at 1-6.12, 2 lb up at l-&12, and 5 lb down at 4-4-12, and 5 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads 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 (plf) Vert: 1-3=-60, "-20 Concentrated Loads (lb) Van: 104(F-2, 8=2) 11-10(F-S, B=5) 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.ny,leetronic copies. T teas"_ AttiamPE4(o:3_ • 0) yaiu Falk i 'Blv d' aetc February 23,2018 0 WARNING . Vrtly design Parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE WJ-7472 rev. M00=015 BEFORE USE. Design valid ter use only with skrtek® connectors. This design is based onty upon parameters sham, and is for an iMNidual building Component. not a truss system. Before use, the building designer must vedy the applicability of design parameters and property ineorporste this design into the overall WINE` building design. Bracing kteidded is to provers budding of lndtvidual truss web and/or chard members only. Additional temporary and pehnanerd bradng is always required for stabilityand to Woven maapse with possible personal injury and property damage. Fr general guidance regarding the fabrication, storage, deWery, ractien and bracing of trussm and vets systems, ace ANSVT141 Gustily Criteria, OSS42 and SCSI Building Component 6904 Parke East Blvd. Safely Information avababld Item Truss Plole Inskdwe, 218 N. Lee street. Sure 312. Aldnndna. VA 22314. Tamps, FL 38610 Job Truss oy Ply Perk Sq Hms/Mergate II 1966A-TRAYPType T13325005 PKS1966S-T KJ7 4 1 mi*+ionda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Fri Feb 23 13:04:48 2018 Page 1 I D:rFfnwM3W q?GifrcOMh4ZOxyq_SK-UbfhHuJKPVLM WCvaX43hrimARb85rCD2wEzooziFEj I 1-5-0 I 5.1.3 I 9-94 SmIN13 1-5.0 &1-3 441-1 0.1-9 Sale - 1:22.7 2x4 = 1m1 11 — 5 5-1-3 4-9.10 LOADING (psn SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 6-7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Ven(CT) 0.08 6-7 999 180 SCLL 0.0 Rep Stress Incr NO WB 0.36 Harz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 42 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. SOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling direly applied or 10-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-134/Mechanical, 2=513/0.10.10, 5-327/Mechanieal Max Hoe 2=118(LC 8) Max Uplift 4=57(LC 8), 2=109(LC 8), 5=47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=790/97 BOT CHORD 2-7=154/711, 6-7-154/711 WEBS 37=0/284, 3-6=774/168 NOTES- 1) Wind: ASCE 7-10: Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst BCDL-3.Opsf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. 11; Exp B; End., 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 bads. 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 tit uplift at Joint(s) 4, 5 except (jt=lb) 2=109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 3 lb down and 11 lb up at 1-8 1, 3 lb down and 11 lb up at 1-&1. 3 lb down and 43 lb up at 4-4-0, 3 lb down and 43 lb up at 4-4-0, and 29 lb down and 70 lb up at 7-1-15, and 29 Ib down and 70 Ib up at 7-1-15 on top chord, and 2 Ib up at 1$-1, 21b up at 1-6-1. 51b down at 4-4-0, 5 Ib down at 4 4-0, and 221b down at 7-1-15, and 221b down at 7-1-15 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 (plf) Vert: 1-4--60, 5-a -20 Concentrated Loads (lb) Vert: 13=59(F=29, B=29) 14=4(F-2, 8=2) 15-10(F=5, B=5) 16-37(F=18, B-18) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified Qn,,any electronic copies. iThomas "iliPE9Jo:393e 0 W e"tiS Ir'exF Cert;fi8 y699i Palk & & -44 - "Mil February 23,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED d1mrEK REFERENCE PAGE AVE7472 rev. I&WMIS BEFORE USE. Design valid for use only With MTek®connectors. This design is baled only upon parameters Shown, and is for an individual building component, not a truss fyflem. aetore use, the budding designer must verily the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent budding of individual truss Web andlar chord members any. Additional temporary and permanent bracing t J is always required for stability and to prevent collapse With possible personal injury and property damage. For general gca uidenregardingthe W. fabrication, storage, delivery, erection and bracing on trusses and truss systems, see ANSVI PII Duality Criteria. OSS49 and SCSI Building component 6904 Parke East Blvd. Safety InformationavailablefromTrussplateInstitute, 218 N. Lee Street. Suite 312. Alexandra, VA =14. Tamps, FL 36810 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Va. For 4 x 2 orientation, locate plates 0- "A' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 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/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-6 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TnP CHnRr)S CI.2 C2J o WEBS 4 0 , yy 3 a O H BOTTOM CHORDS 8 7 6 5 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 NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: 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. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 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 suss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shag not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with rue 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, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shag be of the species and sae, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter 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 atone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Ouslity Criteria. Is C 41% 0" 17- 0• 12'- 0• r- o• I PAR 11® lII IN- 11-II al l l l.,iiliiiu III I I Ill l l l l l i l l l l l l l lsl l l l l l l l l l l l\ I I I iii ll l v V e- I 71- 0' SIB L 5 r I I _ 5 0' E 53'- 8'-5I NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. 1 A RECORD COPY J L 2 - HUS26 FLR. HGRS MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA 1966- B varK 5 uare LmIu 12" TRAY CLG. lam.. Mar ate II - B gm PKS1966B-T wA 104-17, erg RECORD COPY M n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 3 9 SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door w/Sidelites FL8871.6 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94fr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double H-un Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows 8 Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits • Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments InterWrap, Inc Rhino Roof Underlayments FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives/ Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Southeastern Metals Off -Ridge Roof Vents FL16994.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 i G liter..._ 1 BUS Hamm I tag In I user Registration Hot Topics I Submit Surcharge I Sats B Facts ; Publications I FBC Staff j BUS Site Map I Unks Search ! dioFondapr a Product Approval USER: Public User Product Adaroyal Menu > PfoduR or Aoolicatlon Search > Aeolication Ust > Application Detail FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from.a Florida Registereg Architect or a Licensed Florida Professional Engineer E) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R8 COI (b) Certificate of Independence, odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (b) Eouivalencv of Standards.odf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 1/26/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 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 Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II W Inst 8871.i.odf 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 8871.1 for Design Pressure Ratings by FL8871 R8 AE f bl Eval 8871,1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 316 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 Il (b) Inst 8871.2.odf 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 8871.2 for Design Pressure Ratings by FL8871 R8 AE fhl Eval 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. 'ClassicCraft" or "ClassicCraft 3'6 x 810 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 it fb1 Inst 8871.3.odf 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 8871.3 for Design Pressure Ratings by FL8871 R8'AE W Eval 8871.3.odf 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 of "I' part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x WO "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II W Inst 8871.4.odf 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 8871.4 for Design Pressure Ratings by FL8871 R8 AE fbl Eval 8871.4.odf 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 of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 It fbl Inst 8871.S.odf 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 8871.5 for Design Pressure Ratings by FL8871 R8 AE f bl Eval 8871.5.odf specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 1/26/2018 Florida Building Code Online Page 3 of 3 8871.6 f. "FiberClassic" or 'SmoothStar' 310 x 8'0 "impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 fI (b) Inst 8871.6.odf 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 8871.6 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.6.odf 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 of "J' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic' or 'SmoothStar" TO x ST 'Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 11 (b) Inst 8871.7.odf 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 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.odf 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 of'J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic", "SmoothStar', 6'0 x 8'0 'Impact" Opaque Fiberglass Double Door (XX) - RClassicCra' or "ClassicCraR Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 It (b) Inst 8871.8.odf 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 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", 'SmoothStar", 6*0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraR' or'ClassicCraR Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 11 (b) Inst 8871.9.odf 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 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.9.odf 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 of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) Bade Nest Contact Us :: 2601 Weir Stone Road. Tallahassee" it 22399 Phone: SSO-487-1924 The State of Florida is an AA/EEO employer. Copyright 2007.2012 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a public records request. do net Send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. "Pursuant to Section 4SS.27S(1), Florida statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The !mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 4SS, F.s., please dick heel. Product Approval Accepts: Credii tr?I d- Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgty3Ij Wak2nHr... 1 /26/2018 THERMANTRU 0 THERMA TRU DOORS 1 IS INDUBTRIAL DR., EDBERTONj 0I-1 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT" SIDELITE INSWING / OUTSWING GENERAL NOTES I. This product has been evaluated and Is In compliance with the 61h Edition 12DI7) Florida BuaLrig Code (FBC) structural requlemenh tirlyding the'10gh Velocity Hurricane Zone' (HVHL). 2. Product anchors dxd be as bled and spaced as shown an delete. Anchor embedment to base material Owl be beyond wall dressBsg or stucco. 3. When used in the 1ivHT The opaque door complies with Section 1626 of the Florida Building Code and does not requite an Impact resistant covering. The non-Impoct sidelte must be protected wllh'on Mpocl resMont covering compoVwiihSection 1626of TheFBC. 4. When used In secs outside of the •HVH7'requiring wired bonne debris protection. the opaque door eomples with FBC Sections 1609.1.2It. R3D12.1.2 and does not requite an Impact resistant coveft. The opoyule door meets mhsle level D' and includes Wind Zone 4 as defused In ASTM E 1996 and FBC Sections 16M.U2 d R301.2.1.2.1. The non4ml)ocl sldelles must be protected with an Irnpocl resistant coveting cornpybsg with FBC Sections 16M.1.2 3 R301.2.1.2. S. For 2x slud framing construction, arichorksg of these units shol be the some as That shown for 2x tuck masonry conshsrclion. 6. Site casdllom that deviole tom the delok of this drawing require further engineering arx" by o licensed engineer or registered architect. 7. Oulswing configurations using coastal sll Item 64 under active door• and all sit@ used under the sideltes, noel water Mlrotion requirements for11VHZ'. 8. Inswing configurations and outswkng configurations using sM hem 05 under the door do not meet the walat Infiltration requkemenls for the I MZ' and shol be Inslnled only In non-Imbitobie areas or of habitable locallons protected by an overhang or canopy such That the ongle between the edge of canopy or overhang to sill is less than 4S'degrees. TABLE OF CONTENTS T of elevations, design essures d general notes Door panel details (Smooth starDoorKINEE1DESCRIPTIONparceldetakFlberclassic) Sidelte I delok Hodmiol cross sections Vedioolcross seclioni 7 1 Vertical cross sections D Buck and home ane - 2X buck mosorvy construction 9 Frame anchoring -1 X buck masonry construction 10 Components R Glazing details I 1 BIB of MaTeNjois 54. 75'MAX.OA FRAME WIDTH 37JS MAX [__I1-W MAX. FRAME WIDTH FRAME WIDTH r 36A0• MAX. 13JS MAX. I PANEL WIDTH PANEL WIDTH r;;.• Rom, p o' '^:'r^,14tOVERAILfRAM= f'•.:•:::. t^r:.o•: DESIGN:PRESSURE a r . PSF}, t DOOR-IYPE Fr=' b SWING• . nor -,. DIM NSIOIJ;., P'.O Ii1VE 1GElGATilrt'r INSWING S4.75• x 98.00' 60.0 60.0 SMOOTH OUTSWING 54.75' x 96.50• 65,0 65.0 STAR INSWING S4.75' x 98.00• 60.0 60.0 FIBER OUTSWING 54.75 x 96.StT' 65.0 65.0 cLAsslc See Sheet 10 for design pressure OndloOorn. I: arc er: LF5 FL- 8871.E El or J t 46 47 2 EXTERIOR T 4T 43 L DETAIL A -A J DOOR NEL SmoolAslo 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 O 00000 000000000000000 00000000000000000000000000000o000o00o00000000 k, DETAIL A -A Pone) reWorcement INTERIOR 1 HORIZONTAL CROSS SECTION Z M& 4.07 —I TYP. 4 CORNERS C1111111d OF PANEL w 42 O IL OIL S LE C 3a EXTERIOR INTERIOR y zan i P z o o pill 8 R •: E RAIN ll O j6 ZO C 0 J 47 6tN 1.18 45 Ce nQN6 p,00,•N 1L`! HI GE tE 4S 8Dno RAII • n N — 4 .1 28.86% OPEN AREA MAX. 2 VERTICAL CROSS SECTIONI 2 Or: DWS er: LFS I m w0_ FL-8871.E n 2 all I f 64 66 67 61 EXTERIOR 67 61 63 L DETAIL A -A J DOO PANEL60FtbmAdt 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 0000000000000000000000 00000000000000 DETAIL A -A Ponel iefnlorcemenl II INTERIOR 1 HORIZONTAL CROSS SECTION 3 TYP. 4 CORNERS OF PANEL w 62 O I C 1.18' F-- I.ss' ---I It,`1; GE SlllF 6S B01T0 RAIL 28.86% OPEN AREA MAX. EXTERIOR U. N. d o. • 2—. w an gu D 9oILamaaE! V o FW N INTERIOR 4 VERTICAL CROSS SECTION 3 B'rt L7W5 er. LFS aao No.: FL-8B71.8 4 4 - 4 5B 6.4rMAIL D.L.O. S8 71 71 71 _ _. & W I3.7SMAx. 4 72 57 EXTERIOR 57 72 58 68 v' ` ° * r Zen PANEL Z n 48 - N i ow WIDTH ...... 1 69 49 E8 :m;U r GI INTERIOR GI 26 N9 u 1 23 g 1 maa E. a 1 HORIZONTAL CROSS SECTION _ gE o 2 4 p;tasslc craft a nnte) GI G2 G3 8 Cd a o 0 3 0 c d !2 4 6. Sr MAX. D.L.O. EXTERIOR INTERIOR INTERIOR INTERIOR EXTERIOR MERIOR o c 72 68 68 72 FEE d 67 G2 EXTERIOR G2 67 to 69 Fz m m 7 26 23 a0 us o p 70 IDEUTE PANEL 26 _ 49 Y Y 69 t ERM 26 69 `-- I. Sr 2" N HORIZONTAL CROSS SECTION ; ok,.! j lRbeFl New z 7T SIOdeLIe IL r 57 67 47 N 72 48 6.71" MAX. D.LO. 48 47 EXIEMR 47 72 w 61 nv< z 72SOLE _ v n w — Z $ slaeEle49I. ST 23 G3 INTERIOR G3 23 49 " m 05122108 c 73 73 73SCALL N.T.S. owa W. LFo' 3 HORIZOMAL CROSSSECTIONSaCSq )Smooth slot) ax W. LFS WAVM M- ° 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION FL_as7 r s c 73 'O'TOM RMIL q loosstc 00ft tt ntslic) 4 ( d-s) 4 [Smooth slot N Slddle Stan 4 a O I1-1 /4' MIN. EMB. I1YP.) a 4 HORIZONTAL CROSS SECTION 5 Shown w/lx wb-bxk 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION S oulswlnp shown . 6uwinp 5 CAshw6sg shown • buwinp S Chsiswing shown . kuwkv also oppoved oleo opploved oleo appoved 0: n Ol p 1, Z.e N •; E § m o L y b1ci4 R g 4 CC Z ^ K, E6 V' 1-1/P MM. EMB. ITYP.) L: N.T.S. er DWS en LFS FL-8871.6 n _L Of EXTERIOR fINTERIOR T VERTICAL CROSS SECTION 6 Outswbig shown • Inswing also opproved EXTERIOR INTERIOR 9 see general notes sheet I to HVH2' water Ingi Irotbi regsltemenls EXTERIOR -- If— INTERIOR 2 VERTICAL CROSS SECTION 6 SW.,,IIxsubbuck EXTERIOR INTERIOR see general notes sheet 1 to, WWwoter inftlhalion ie ements INTERIOR EXTE R i e cd ZunZ 0ZU 96ONoa i 40 m' o n` I" TO 60 a5co A E o° Itn Mm 3VERTICALCROSSSECTIONrl OufrWing configuration L see general notes sheet I lar lW' water inBlrotbn requkemenhs INTERIOR EXTERIOR see generol notes sheet I for WHrwater Infiltration requirements Wills b A N I 7 00, E N i 705122108 t N.T.S. ' BY.. DWS d er•. LFS s 0 FL- 8871.E n 6 or 1 g v 70 M 9 6 o j EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Outswing sAo++m - ft"V also opproved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 hag conligumilon EM-0-m- 0--mm" Lmu m 011 , EXTERIOR !/ INTERIOR 2 VERTICAL CROSS SECTION 7 Shownw/IXsubbWK EXTERIOR INTERIOR S VERTICAL CROSS SECTION 7 hawing contigumlion ot INTERIOR EXTERIO I it,,* P%0 a_ * i { m M V g 9 n AA S 70 n EOZ 22 E L1 J Y ca 3 VERTICAL CROSS SECTION I to Outswbv conllgwallon & a INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 7 oulsvkv convxolion W, DWS eF. LFS ; mio na, e FL—W71.6 aa Z or -LL n 0 60. 71 (1). > dz 4`R'Aow 7 z fill %it T 8502 TYP. HEAD & Ex g 9 In C IJMASONRYTYP. HEAD & MASO MASONRY JAMBS d 0a: I P. OPENING JAMBS OPENING 0 Z.; MULLION E go SHOWN FOR I I I,L 9n REFERENCE FRAME xz ONLY 0 7119 tq 6 TYP. 2X BUCK-,,!2 6 I I 2X BUCK MULLION II 1II TYP. SILL 0TYP. SILL IL RUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck conshc1lon CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, qddillonol concrete anchors may be required to ensure the MAX. ON CENTER" dimenslan are not exceeded. 3. Concrete anchor table: ANCHORi0 MIN '-!CLEA CLEARANCE TYPE, lMBEDMENV- MASONRY r ... . . ......... ANCHOR:":.: ITW 114- 1.1/4" r 4* TAPCON* CO 1/4' 1-1/4- 1. 4" WILTRACON61 1 1 WOOD SCREW INSTALLATION NOTES I. Maintain a minimum 5/8* edge distance. I-endclUfonce,& I-O.c.spacing 0l wood screws to prevent the splitting of wood. HINGE DETAIL LATCH A DEAD801.1' DIFTAIL WC. NY. DWS CNL &P. LFS DROW HD: FL-8871.6 SHED _8_OF 11 i r THIS ANCHOR READ ONLY WHEN DP > 60.0 PSF71 TYP. nMBs a 19 MASONRY OPENING Ls O FRAME TYP. L I BUCK 61 TYP. MULLION 1= LI F K I I TYP. SILL L IYP. Sill HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchor locations of the corners may b9 adjusted to maintain the min. Mosorey I puck constnulbn edge distance to mortorJoinls. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge dafance to mortar joints, additional concrete anchors may be requited to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR... ANCHOR; i.;:t MIN:•.CLEARANCE`;: i-MIN."C..,.: ;RANGE 70;MASONRK...... EMBEDMENT.: fO AI)JACENT;;r: aYPE IE;::;;; EDGE . ....... ANCHOR::....... IIW . 1/4" 1-1/4" 4" TAPCON I watt as..rctw nainunnvry rvv Z 1. Matnlaln o minimum 5/87 edge dlsionce, 1' end dBlortFe, 6 I' o.c. spodng of wood screws to prevent the spitting of wood. STRIKE JAMB LATCH A DEADBOLT DETAIL HINGE DETAIL ion o irrtrtPsuV o o i{ o ioan Das A1 d E: N.T.S. er DWS er: LFS an wm: FL-8871.E n 9 or 1L 4s7• L 4 IRES OLD Oulsvbp coastd I /7 GLASS BITE Uses r 2 iN ESHOLD o tomb s.7s Q S ES OlD al,,,r,o Slandad 214' 20 INSWING IDEl11E a 3/4-THK. GLASS 1/8"TEMP. AIRSPACE 1 /8' IEMP. SWIGGLE GLAZING 24 SPACER Gl GLAZING DETAIL J/1' kmoloted gtan 7/16 GLASS BIIE SbT J T,N,,,R•E,S,,. OLDwwbvSON-1 ust r A iNRES OLD MAX. DESIGN PRESSURE GRAZING DET IL G2 I Imo".d &z 1' iHK. GLASS I /8' IEMP. AIR SPACE I / r TEMP. SWIGGLE GLAZING SPACER V a O B EAD It SIDE Iamb N r 212--j o 22 OUTSWING SIDELDE Space 7/hr GLASS BITE 1/2"7HK. cussTFI1/8'TEMP. GIAZI G DETA L GJ 1/7kSAalad; AIR SPACE I ff TEMP. 05 22 01 25'STEEL INTERCEPT SPACER Srrt N.T.S. DWO. er DWS dK BY; LFS mom W., FL-8871.6 saU 10 OF jj ienn 0 pn I`. A pg{ Eqp 9m u 71 54c°O man Eg u Z uoobga€ d fr O ZZ J m o i r oOF a a n e N 8 gl° i o ry Qo Q A as o» m 1N a NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) ZrnN - DAM S/22/08 N.T.S. orn. er: pWS u ae:. en LFS ! maUsn w: r 0 FL-8871.E 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETABS B 2X DUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.072 THK. SMOOTH STAR) F = 6.000 PSI MIN. FIBERGLASS C MAX. 1/4"SHIM SPACE WOOD 42 TOP RAIL SMOOTH STAR COMP. D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 43 LOCK 511LE SMOOTH STAR WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING i0 ACI301ORHOLLOWBLOCKCONFORMINGTOA9TMC90 CONCRETE 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. F I /4" X 2-3/4" PFH I1W CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023" 1HK. SMOOTH STAR STEEL hl 3/16"X3.1/4'PFH IiWCONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE I 1/4" X 2.1 /4"PFH I1W CONCRETE SCREW STEEL 48 SIDEIITE SKIN SMOOTH STAR FIBERGLASS J 1/4' X 3.3/4"PFH I1W CONCRETE SCREW STEEL 49 LITE FRAME SMOOTH STAR PVC K 1/4" X I-3/4' PFIi IiW CONCRETE SCREW STEEL 57 FOAM CORE POLYURETHANE L B 10 X 2-1/7' PFH WOOD SCREW 1.15"MIN. EMBEDMENT) STEEL 58 SIDEUTE SKIN CLASSIC CRAFT FIBERGLASS M 09 X 2-I/Z' PFH WOOD SCREW STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 2X MULLION SG >= 0.55 WOOD 61 DOOR SKIN 0.137' THK. FIBER CLASSIC F = 6,000 PSI MIN. FIBERGLASS 1 INSWING ADJUSTABLE THRESHOLD IS300AJ AIUM./WOOD 62 TOP RAIL (FIBER CLASSIC COMP. 2 INSWING THRESHOLD )LS300HP5 ALUM./COMP. 63 LOCK S11LE FIBER CLASSIC WOOD/LVL 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 64 HINGE Si1lE FIBER CLASSIC WOOD 4 OUiSWING COASTAL THRESHOLD ALUM./WOOD 65 BOTTOM RAII (FIBER CLASSIC COMP. 5 OUTSWING STANDARD THRESHOLD AIUMJWOOD 66 PANEL REINFORCEMENT 0.023' 1HK. FIBER CLASSIC STEEL 6 INSWING iHRESHOID ALUM./COMP. 67 FOAM CORE POLYURETHANE 7 DOOR BOTTOM SWEEP VINYL 68 SIDEIITE SKIN (FIBER CLASSIC FIBERGLASS B JAMB PINE SG >= 0.42 WOOD 69 LITE FRAME FIBER CLASSIC PVC Florida Building Code Online Page 1 of 6 Iiit551'atfl'f9iJ1; = - 11K - - -, Lug fn...y .4¢ f• a SCIS Florae I Log In I User Registration Mot Topics I Submit surcharge I Start & Facts ; Publications FSC Stag f SOS Site Map Unks Search 6 Product Appro valW., USER: Public User t=. Product Aocroval Menu > Product or Aoolication Search Aoolication List > Application Detail FL z FL15279-RS Application Type Revision - Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@dopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler 21 Validation Checklist - Hardcopy Received. Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Fl t5 79 RS Eouiv 20170809 - FBC - DASMA 108 enidu.ndF FL15279 R5 Eouiv 20170809 - FBC - DASMA 115 eouiv.odf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page 112 O Page 1/ 8 10 0 FL * Model, Number or Name Description 15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0' wide) 64, 6S, 62G, 62LG, 64G, SDP38, WINDCOOE® W3 Garage Door SFL38, SRP38, 134, 13S, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other, The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS 11 101655-Revl2.ndf windborne debris regions. The product without glazing DOES Verified By: 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 by Independent Third Party: 15279.2 002 W3-09 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with oroof of contract and proof of inspection.odfApproved.for use outside HVHZ: Yes Impact Resistant: N/A FuS279 RS C CAC W3 Listino Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FL15279 RS II 103952-RevOl.odf Verified By: 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 by Independent Third Party: I.S279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single,. Car (up to 9'0" wide) HDPL13, 7130, 7131,'7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 RS C CAC W3 Listing Intertek.odf Design Pressure, +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FL15279 RS It 104175-RevOl.odf Verified By: 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 by Independent Third Party: 15279.4 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 40S0, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCOOE® W3 Garage Door SFL38, SRP38, 134. 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes. FL15279 RS C CAC Letter with proof of contract and proof of inspection.odf Impact Resistant: N/A FLIS279 RS C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building Code but Installation Instructions DOES NOT meet the impact resistant requirement for FLi5279 RS 11 101820-Revl3.odf windborne debris regions. The product without glazing DOES Verified By: 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 by Independent Third Party: 15279.5 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: GDiSP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, ARI.SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDiSP, ED1LP, 4132, 2132, Double -Car (9'2' up to 16'0" wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant, N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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). 15279.6 006 W3-16 DSIU-1A171: 9r30, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with oroof of contract and proof of insoection.odf FL1S279 RS C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R5 II 104028-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16W wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 148B4 O07 W3-16 PAN-2F153: 73, 1500, I Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 75, 190, 84A, 94, 42, 48, SS, 42B, WINDCODE® W3 Garage Door 555, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVH2: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, E02SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2:: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and oroof of insoection.odf FLIS279 RS C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with oroof of contract and oroof of insoection.odf FL15279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS I1 101652-B-Revii.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with oroof of contract and oroof of insoection.odf FLIS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 103969-8-Rev02.odf httt)s://www.floridabuildiniz.oriz/Dr/Dr am dtl.asnx?naram=wGEVXOwtDgv3vVVKJZ1O... 2/1/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIII-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to TO" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203 Limits 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 OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-11<479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ, No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure, +25 PSF/-32 PSF Other, The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, G04S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V SL4V, AR+4SV; AR4LV Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant, No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FLi5279 RS C CAC Letter with oroof of contract and proof of Insoection.odf FLi5279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLi5279 RS II 104183-RevOl.odE Verified By: Intertek Testing*Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLi5279 RS C CAC Letter with proof of contract and proof of insoection.odf FLi5279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE40 W4 Garage Door Certification Agency Certificate FLi5279 RS C CAC Letter with proof of contract and proof of insoection.odf FLi5279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLi5279 RS II 300159-8-Revl6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLi5279 RS C CAC Letter with oroof of contract and proof of insoection.odf FLi5279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLi5279 R5 II 103486-8-RevO8.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door httr)s://www.floridabuilding.org/or/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1Q... 2/1/2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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). 15279.15 01S W4-16 DSIE-11`171:4300, 4301, 4310, 4400, 4401, HDG, HOGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, A0.20, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-IF171:9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes :• Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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 windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 RS C CAC W4 Listino Intertek.adf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 103S49-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 101481-S-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of insnection.odf FLIS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 II 104029-8-Rev03.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 RS II 103046-Rev07.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE40 W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and oroof of insoection.odf FLIS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS If 104169-Rev0l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 6 of 6 1S279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.S PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building 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). Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5_ C—CAC Letter with proof of Contract and oroof FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 If 104457-RevO2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2FiS3: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 75, 190, 84A, 94, 42, 4" 55, WINDCODE®-W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GDSSV, GRSS, GRSSV, ARSS, ARSSV,ED5S,ED5SV Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = 8 Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and oroof ofinspection.odf Fu5279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279, R5 II 101711-S-ReviS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aack west 0 8 Pagel/80 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Copyright 2007.2013 shte of Florida.:: Privacy statement :: AceftSlbiIIN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mall. If you have any questions, please coma 8S0.487.139S. -Pursuant to Section 4SS.27S(1), Florida statutes, effective October 1, 2012. licensees licensed under Chapter 45S, F.S. must provide the Department with an email address N they have one. The smalls provided may be used for official communication with the licensee. Mowever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick h=.. Product APPr0val ACCePts: LW707-2 RE- Safe 441 ti httDs://www.floridabuildin2.or2/nr/nr am) dtl.asnx?naram=wGEVXOwtDgv3vWKJZ10... 2/1/2018 mmm= m RiAllaimIIr_irLJE M t1• La•1 a_: VAltlAGE IOWE .AI10 AM aaWMi @ 1Im! 0CA MG DR LL At Ms. Gtmv. 6War Gros aniv i ARIMTwr epi Aviv wua Nmw Cmoafv I 0=71 I 17M I Lamo o' A SHEET 1 OF 2 OPDOM GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX STANDARD SIZE 0 42-1/2%16% IMPACT RESISTANT GLAZING 6 0 III hi l I%—Mli III % % 111 111 % h III III k% III JN' H I OWN TM i ln M e. % L orna" anal Imo m MEOwe wL mm R - Ir•r YAAWiVV mm m-ft"m "m umm mw a1GIlI AiRMn-Alm a Also Atsbm Na/D am s r. . wv s A sZ m Lem J6.IbNB10a lmLi N-T: SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A' AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. CCl CQ43i)" KIN D104M MM WESID6ID0. DOA P.EL /2 6JL 46403. r p0Wa1M . 1wY NOR MOmY me a I,IYI d ed SHP LAP JOINTS. - v It DENSITY POLYSTYRENE FOAM INSULATION 1-6/16' THICK WITH VINYL HNRCELL BUKER (INSULATED MODELS ONLY) 23 bl MIN. CALV. STEEL SKIN WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOAR SIDES OF STEEL SIGN. flel Wel IQtf O afA>m N ®1 IAwO A• nTYO se a® um wiG. A®ele ID to Rwai mnxm sa s es wstsL use and a l0 Se RUM*M-1mmAi -III s eROI .6 11 DiiOsObme2) ewmDsswrssswm ) toso w Amec[ m 10 • Yma eA1W.YYe n A aslO mImrRsraMINOR m of w w m rA LLA LLA L[ I Ls 1 A rwssI w I e I e I o I s Clo a LM7K.N- ng Products °yASpN ,nnv ( S17) 770-4B0D WNW SMD TAKE MOK Y TALL U-BAR SECTION A -A (90F VIM 20 GOL ILALV STEEL MIN YEID STRENGTH: SO KSI 2' THICK -Cl S- r 1- 7/B' T 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACITET ATTACHED W/(4) 14w5 SHEET METAL. 14 CA GALV. ROLLER 1@IOE EACH NONCE FASTENED TO END SIRES WITH (4) /105/8' SHEET METAL SCREIMS AND (4) 1/ 4%3/4- SELF TAPPING SCREWS. SEE VIEN V. Y TALL w 20 CA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (LE. 1W0 U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECITDN. ETC.). EACH U-BAR ATTACHED PWnH ER ( I I/ T/ . SELF TAPPING SCREWS ATTACHED WITH (2) #1 4.5/9' SHEET METAL SCREWS. DESIGN LOADS: +24.0 PSF MM -24.5 PSF TEST LOADS: +76.0 PSF s -37.0 PSF VDInim NA""' "" ' ' W 4 I6.O'W . IG'O'H tlmw '* CLASSIC AND CH RP STEEL PAN DOUBLE - CAR. 16V +24/-24.6 PSF B r MIDaOn 101711 IBC wDa .r a nAml eANCAR HaIII• RAISED ram Dane Cm•e Isms n GA as at Be Ulm; aim G Imv tax ARlS ARmv T.NSCAQ NCLfir CCM Now :arena . a• o-Ohn -- - - atom. -. m . imrm IN rears as ES CwCOmea Wr Nw .m11.m) m Ff= A Ran Ic1leclfe OTrIL7. xaNamL ANm m ma A OI Ia1G eae[ AAaO SaTR M m' moos lfAee m rM a SOI® NM Dave IliCoa h'.r rwmc foan M Tr aTnoe A reA osmTD M r moos N-etaT• as s4sme NM waeln AwCN m NRmmKfllomARc1lJf ml IODIO) W IIDIQ A IIM NarsD IIWAR woefowTIL lm Co . Loa mm m was 70-111. A WIN= 1mal r r Dnmm m N"M AKRmIwT rIDDESs AwyM ANs oaINecRwESA wswloxN er ac. a m mumo n ooM rw w Ian aM N rDICw ma Me 0 eL Nn aNv. 6m De m OR Inv. am Ram muf IMPACTRAWING 1RESISTANT ASSEMBLY DETAILS( D0f7f 1-A SECTION B-R (IMPACT - RESISTANT GLAZING OPTION) eDcl Y rv r eme. INa' r%wvw no irAeq CLeran. Nxm own m Salves mja NAIa ammo cmfemm um- Iannwa mYa PAflom W Plwa wmI RX2443 Ctow is UA A • ./.• rrme raaca sn FNAKIAI STANDARD ASSEMBLY DETAILS DRAWING f 0171 f - B newt PRNa RDII ay. me0O M CNIMT ORrACL wort so Ivan PRINT a WAKNO1 DIM ftC051wa rKNrr. aA1fe m m R® T TICK KauAmL fftv.- NW HW maw. anlollu iS Otd M 1 A[7ae IIIn MAIM L alDw ACNTIIC sA a P14 9 I01 0 OR IIIaa T CO Mfm N Awomma NM OCJPCC MT Dnwa mM AS10Ar not -Am N CCIrDIESa INCH TIES aLlpw mTR Da We (CAD -- --O/ I Cr THE FUMA Dame am M NIDSaDDAL TUT«ooMT emeT DENNIS emewn Rmaa Off. CNIIDIIS FWAM SHEET 2 OF 2 OIL DINaI wvm 11 R Itmm o ClA,rui oomo am EL macANDOm I. a W Lv. MIIDI IwYL, S He.N mm TKNac sNaan rAsmm TR CONFOPE) 10N EXKI W I.M•roN. taawfIwo (y f/.w.'neN eachf5mABOVE111EDOOROPDIMC E DOES NOT AFFECTTHE WIND LOAD RA7MO OF DM DOOR Dan wIIvI NCI Dan a wnAl tR xMaartn nape oo/R SaTIaw r TNL oom AID LIM Kam: n[ Borwmsom v M norua K iDrolDi e i su a prI(AS 1Ia 1p WOWMIR ROW UW TOP BRACKET OQ IAyIE IIDmZONW. sINLllfa IwoMAomewMCT Nm olwon aanD moES TRII MT was i 1 Ir.I-e/r ISM 4C SCOM ISID M M eRacee. DOWLE TRACK 8 Q I S aI`neas.e• o t». f-flrm a mv. em TRICK maw. g6 I tq TRICK Nuams ea WL elopay 49 r'161IMMA FIBuilding Products w soN, EON 50 f3eu1:. Irnmnnnv (513) Tan-4DOO moo ova r TILL NN. Nan m o® aoni10aaAwo anti- uia wood mm ma OWL JJI/Illl orc® wmnAl s. Awo Prelm oaCKar rAemn PM rMt oaA r Ran s vR DESIGN LOADS: +21. 0 PSF IT -24A PSF TEST LCADS: +36.0 PSF 3 -37.0 PSF C• PAN-2F153 vwL`o oo Wa4"T NAx >m 1801N Ds, x 16'0'H 1 1/ 3/97 m1CN1mA CLASSIC AND CH DOUBLE -CAR. 15-W RP STEEL PAN 24/-24.5 PSF No" JAC Ian RD IAWNI BoaTPoeNES1Ts 101711 BC Florida Building Code Online Page 1 of 4 ON SCIS Nome Log In User Registration Mot Topics Submit Surcharge Stats & Facts Publications FBC Staff SOS Site Map 4 Links Search j Product Approval ems_ USER: Public User 1F 3t4}f.$ Product Approval Menu > Product or Application Search > Application List > Application Detail FL tt FL17499-R3 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 G MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeromiwd.com Brent Sitlinger bsidingerOmiwd.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method i Option A 01/15/2018 01/15/2018 01/21/2018 Year 2011 2008 2011 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 18S SH (Fln) impact 4).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.odfDesignPressure: +55/-55 Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C GAG MI Windows - 185 SH (Flange) Impact 3)-adbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 18S SH (Flange) Impact 4).odf Quality Assurance Contract Expiration Date 10/.17/2018 Installation Instructions FL17499 R3 It 08-02S45B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S13321B-3.odf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(133611E1726.01-109-47-RO 185 SH(FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R3 C CAC MI Windows - 18S SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 18S SH (Flange) Other: R-PG60 10),odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-025496.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327E-4.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(133631E1729,01-109-47-RO 18S SH (FLG waiver).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 18S SH (Fin) (131.odf FL17499 R3 C CAC MI Windows - 18S SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 18S SH (Flange) Other: R-PG601 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions R3 II 08-02SSOB.odfFL17499 Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133288-S.odf Created by independent Third Party: Yes 17499.4 185 SH 3601 Fin, Finless, Flange Frame iG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH 042S22).ndfApprovedforuseoutsideHVHZ: Yes Impact Resistant, No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions FL17499 R3 It 08-03163.ndf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - ISS SH (Fin) Impact https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1/2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 3).odf Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flanae) Impact 2).odf FL0499 R3 C CAC MI Windows - 185 SH (Flannel Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-l.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-I.odf Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:'No FL17499 R3 C CAC APC(13362)E172S.0+-t09-47-R0 185 SH(FLG waiver)5-81G 1-8A 52 1-SX84 R60(100918).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odf FL17499 R3 C CAC MI Windows - 185 SH (Flanae) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 08-025466-2.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322E-2.odf Created by Independent Third Party: Yes 17499.7 185 Triple SH 11102 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Approved for use outside HVHZ: Yes 31.odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triole (Fin) Design Pressure: +50/-50 41.odf Other: R-PG50• FL17499 R3 C CAC MI Windows - 185 SH Triple (Flange) 3).odf FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanae) 4).adf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548B.odf Verified By: Luis R Lomas PE 62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513324E-6.odf Created by Independent Third Party: Yes 17499.8 185 Twin SH 10602 Fin Frame 1G/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R3 G CAC MI Windows - 18S SH Twin (Fin) 3).adf Impact Resistant: No FL17499 R3 C CAC MI Windows - 18S SH Twin (Fin) Design Pressure: +45/-45 4).odf Other: R-PG45 FL17499 R3 C CAC MI Windows - 18S SH Twin (Flanael 3).odf FL17499 R3 C CAC MI Windows - 18S SH Twin (Fiance) 41.adf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 I1 08-02547B-7.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323E-7.pdf Created by Independent Third Party: Yes Back Nezt Contact Us :: 2601 &air Stone Road. Tallahassee Fl. 32399 Phone: 850-"7-11124 The State of Florida is an AA/EEO employer. Copyright 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Retund Statement https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Page 4 of 4 Under Florida law, amall addresses are public records. If you do not want your e-mail address released in response to a Public -records request. do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4S5.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emus provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be nude available to the public. To determine if you are a licensee under Chapter 455. F.S.. please dick h=. Product Approval Accepts: CE ® ® SGa CredR "Cc7d. W Safe. . https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS . 1 REv 1 DESCRIPRON I DATE I APPROVED 1 A REVISED ANCHOR SPACING R CHARTS D7/11/IS R.L. IBREVISEDGLASS10/02/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 16GA (.048') FY-33KSI/FU=52KSI OR ALUMINUM 6063-75 FU-30KS1 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS 11 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT NOTES DMWN: MG ND. N.G. 08-02549 scuE NITS DAZE 12/29/14 s"w 1 OF 11 L. ROSERTO LOU S P.E. 1432 WOODFORD RD LEW SME, AC 27023 434-6094B09 dbMaS@*bffwv* con SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 A FR HE 52' MAX FRAME WIDTH Y MAX 16- MAX D.G. 2" MAX 16- MAX O.C. 2- T_ nX ME GHT O 4 52- MAX FRAME WIDTH 2- MAX 16- MAX D.C. 2- MAX IF 2- 16- 0MAX O.C. 72" MAX FRAME HEIGHT 4 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION SEE CHART Of FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 9I FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF I NONE NOTES: I. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2-, METAL SWEEP LOCK AT W BLOCK AND TACKLE BALAI ATJAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS DRAwue Dws No. r 0802549 NTS DUE 12/29/14 SNM 2 OF 11 L. ROSERTO LOADS P.E. 1432 WOODFORD RD LEWISI'ILLE, MC 27023 4X-64e-0609. i0anes®1kmRSps.mn RMSIONS ' DESL'RPIION M1E I APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. CHARTO Number of anchor locations required Frame Frame Width In HSIgM 18.00 21.00 20.00 J6.00 42.00 18.00 52.00 11n) Head Jamb Head Jamb Head Jamb Hootl Jamb Hrad Jamb Hood Jamb Head Jamb 24.00 2 3 3 3 3 3 0 3 4 1 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 1 3 4 3 1 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 S4.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 S 3 5 3 5 4 5 4 5 4 5 7t.00 2 6 3 6 3 1 8 3 6 4 6 4 6 4 B SIGNED: 1211412017 3 625 , i•wR• ,O RIOP • 'C ONA j1E G\ Luis R. Lomas P.E. FL No.: 62514 52' MAX FRAME WIDTH SY MAX FRAME WIDTH 2" MA 10' MAX O.C. —I 2' MAX 2" MAX 10" MAX O.C. I Jf 10 MAX O.C. O MAX FRAME HEIGHT 2 F/ 10' fMAX O.C. MAX FRAME HEIGHT / REVISIONS REV DESCRVMM I DATE I APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. MAX B REVISED GLASS 1 10/02/17 1 R.L. CHART O Number of anchor locations required Frame Fram* Width In Height 18.00 24.00 30.00 36.00 42.00 48.00 1 52.00 pn) H& S Jamb H 6 S Jamb H 6 S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb 24.00 3 3 3 3 4 3 5 1 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 0. 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 7 5 7 6 7 6 7 66.00 3 8 3 B 4 B 5 B 5 B 6 B 6 B 72.00 3 8 3 8 4 8 5 B 5 8 6 B 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART I2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.01'SF NONE SIGNED: 1211412017 MI D DOORS, LLC R 11. t of//,iNOTES: EDOORBsoDWWSESTMARKET 1. MAXIMUM SASH SIZE: 51' X 36'. GRATZ, PA 17030-0370 w•'pENSF •. SERIES 185 ALUMINUM SINGLE HUNG WINDOW2. MAXIMUM SASH D.L.O.: 47 5/8- X 32 1/2". 0 •* 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". 52" X 72" NON -IMPACT o ( FIN ELEVATIONS 10 TAT OF DRAxm N.G. DTTC RD. 08-02549 RLv B 0' S ;c( 0R10" •G%. ONA'ltr aiENTS 12/29/14 3 OF 11 HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT W FROM EACH END INTERIOR MEETING RAIL Luis R. .P.E. FL No.: : 6252514 L ROBERTO LOADS P.E. 14" WOODFORDRDLEWISVD.LE AC 2MM 2) BLOCK AND TACKLE BALANCE AT JAMBS 434486-0609 awnasd*bmaW*c m REMSONS ' 1/2" MIN Rtv mscRonom DAIS APPRMO EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS D7/11/16 R.L. WOOD FRAMING OR 2X BUCK 1 B REVISED GLASS 10/02/17 R.L. BY OTHERS 1 1/4" MIN. EMBEDMENTT BACKER ROD APPROVED 1/4• MAX SEALANT SHIM SPACE 1 MIN. MENT010WOODSCREWEMBBEDED 1 1/2' INTERIOR MIN EDGE DISTANCE El p1D Woo SCREW / WOOD FRAMING J/ OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-037D SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DRAWN: DWC No. N.G. 08-02549 SCA" NTS I DATE 12/29/14 s'fl4 OF 11 L ROBEWO LCA"S PE IM WOODFORDl LEN7SVILLE, MC27028 cu-M10609 ONnWt(PYkmstps.cW+n SIGNED: 1211412017 R I IL0 TAT SEOFi ,Q Rtv 0'° F•ntORIOP• e Ali). 40 A '11111111j1ESl aLuis R. Lomas P.E. FL No.: 62514 1RNSIONS 1/2' MIN xolsttow as v[ vvaoor EDGE DI$rANCE A SPA AREVISEDANCHORSPACING & CHARTS 07/11/16 R.L. METAL STRUCTURE B REVISED CUSS 10/02/17 R.L. BY OTHERS 1/4" MAX. SHIM SPACE APPROVED SEALANT 1/ 4" MAX. SHIM SPACE g10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING INTERIOR SCREWS MIN. EDGE DISTANCE EXTERIOR METAL EXTERIOR STRUCTURE BACKER ROD BYOTHERSdoAPPROVEDSEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT do APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL SIGNED: 1211412017 STRUCTURE BY OTHERS MI WINDOWS LLC 650 WEST MARKET STREETq//' GRATZ, PA 17030-0370 VERTICAL CROSS SECTION v,•v GE'NS;,J+i METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW ND 5 k 52" X 72" NON —IMPACT q t FLANGE INSTALLATION DETAILS D TAT Of ty= NOTES: t vft oxc uo. pEv OF•'c60DIt• 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT S OMW FOR CLARITY. N. G. OB B 2. ANO JOINT SEALANT BY OTHERS TO BE sous NTS DOE 12/29/14 fl59 OF 11 DESIGNED IN ACCORDANCE MTN ASTM E2112 L ROBERSP.E Luis R. Lomas P.E. 1g21WOOFORO RD LE LEN7SVCLE. MG?707J FL No.: 62514 91.6dl-060 r4matIMuspetvm 2 1/ MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 1 1/4- 'MIN. OPTIONAL 1X BUCK ' •'° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 —r 1/4' MAX. BACKER ROD SHIM SPACE do APPROVED SEALANT INTERIOR EXTERIOR 3/16" TAPCON REVISpMS • , DESCRPIIDN tTE AVVIIWED REVISED ANCHOR SPACING & CHARiS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY MAX' BY OTHERS SHHIMIM SPACE o 3/16" TAPCON .^ ' r ' 2 1/2" MIN. EDGE 'o " DISTANCE INTERIOR EXTERIOR BACKER ROD APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SHEET t JAMB INSTALLATION DETAIL CONCRETEAMASONRY INSTALIATK W SILL TO BE SET IN A BED OF NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. do APPROVED RALSTRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 12/14/2017 OPTIONAL IX BUCK 1/4• MAX. MI WINDOWS AND DOORS, LLC 11 11 1II SEE NOTESHEET 1 SHIM SPACE 650 WEST MARKET STREET J\? R • 41 z r GRATZ, PA 17030-0370 GENS`9 i; CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW k•' 0 5 k BY OTHERS b 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS TAT E OF + ` a.. • f • • DRawle w.c No. REv c[OR10t;• e : OB—Ort2 s49 B r1QNA j1 NG` sruE DATENTS 12/29/14 6 OF 11 VERTICAL CROSS SECTION Luis R. Lomos P.E. CONCRETE4M4SONRYWSTALLATION I432W000FORDRDLEWISV&LE,NC2M" FL No.: 62514N,W y ,qd1° , WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN EDGE DISTANCE 1 /4' MAX. HIM SPACE 010 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 RVASIDIS. DESCRUnM DAi[ I AVi mm REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. 1 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1 1/2' MIN INTERIOR EDGE DISTANCE 1 O WOOD SCREW IIVWOODFRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAM DMD ND. N.G. 08=02549 souE NTS DA1E 12/29/14 1 5'Cfl7 OF 11 L. RosERTO LOMAS P.E. I'M WOODFORD RD LE WISVILLE, NC 27023 43448806091 1VMA%V&bneWp SIGNED: 1211412017 O'Z i E OF iu F' 1011%OPs'S/ ONA j1E Luis R. Lomas P.E. FL No.: 62514 0 REVISIONS 2 1 2' MIN. EDGE DISTANCE RLv N DAlt APVROAD A REVISED ANCHOR SPACING CHARTS 07/11/I6 R.L. CONCRETE/ MASONRY 8 REVISED CLASS 1D/D2/17 R.L. BY OTHERS e OPTIONAL 1X BUCK EMBEDMENT 1 MIN. SEE NOTES 3 — 7 SHEET 1 EMBBEDED MENT I CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/ 4' MAX. o SHEET 1 BACKER ROD SHIM SPACE APPROVED SEALANT 3/ 16' TAPCON •• 1/4' MAX. J/ 16' TAPCON SHIM SPACE INTERIOR INTERIOR 2 1/2- MIN. : o EDGE ' DISTANCE EXTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/ MASONRY INSTALLATION SILL TO BE SET BACKER ROD APPROVED IN A BED OF APPROVED NOTES: I. INTERIOR AND EXTERIOR FlNISHES,BYOTHERS. SEALANT STRUCTURAL SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND "NT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4' MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017 SHEET 1 r MI DOORS, LLC MNDIIL CONCRETE/ MASONRY 6soDOWS WESTMARKET GRATZ, PA 17030-0370 51R r BYOTHERSe SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0y6 25]tt' >t a• . • . ' 52" X 72' NON —IMPACT a• , • .. FINLESS INSTALLATION DETAILS 0, STATEE OF W a auwN owc No. REv 08 B F•' O(ORIO;• VERTICAL CROSS SECTION s uc NTS a1E 1 y/29/1 q clan g9 OF 1 t CONCRETEW ASONRY INSTALLATIOAI L. RWRTO LOAIAS P.E. low MVODFORD RD LEMSVXLE• MC 27O2J Luis R. Lomas P.E. AH. M.009 w'c0M FL No.: 62514 APPROVED SEALANT BEHIND FIN 7/16- MIN jA EDGE DISTANCE Ril 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 8 WOOD SCREW LMDLVML., VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS • , REV DESCRaRw DUE I APPRDVLD A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. 8 1 REVISED GLASS 10/1)2/17 R.L WOOD FRAMING r 1/4 MAX BY OTHERS 1 SHIM SPACE SB WOOD SCREW INTERIOR 1 1/4' MIN. EMBEDMENT 4 APPROVED SEALANT BEHIND FIN 7/16- MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. 1 /4- MAX NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS, LLC 650 MARKET WOOD GRATZ.SPA 17030-0370T FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN: 11WD N0. REV N.G. 08-02549 B WALr NTS 12/29/14 sin 10 OF 11 L P40ERTOLOMOLS P.E. 14J2 WGODFORD RD LEWISWLLE. NC 2702J 494-M-0609 .DamRr@kbgw Rwm SIGNED: 1211412017 N5 1R I IL0ii 9J+ 5 O TAT. OF W OR10t• NA j1 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROC do APPROVEC SEALANT METAL STRUCTURE BY OTHERS 1/2' MIN I EDGE DISTANCE 1/4' MAX. SHIM SPACE AS OR SELF DRILLING SCREW R VERTICAL CROSS SECTION METAL STRUCTURE 116TALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 t2 SILL TO BE SET N A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE RLV DESCRrnDN DATE AMWKD IAREVISEDANCHORSPACING & CHARTS 07/11/16 R.L B REVISED CLASS 10/02/17 R.L 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING INTERIOR SCREWS 1/2' -- MIN. EDGE DISTANCE EXTERIOR METAL BACKER ROD STRUCTURE do APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17D30-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON=IMPACT FINLESS INSTALLATION DETAILS N.G. 08-02549 5'" NTS IDAZE 12/29/14 —L a OF 11 L ROBERTO LDLLAS P.E oW HOODFORD RD LEWISVXLE. AC 27023 a.•essoea9 rTo+newR.cam SIGNED: 1211412017 D q 5 ..* TATE OF ;•rv I IONA j1 1\. Luis R. Lomas P.E. FL No.: 62514 2 3/16' 13/16' Ll-j FLANGE FRAME HEAD CM-1850I ALUMINUM 6063. T5.050' THICK 2 5/16' —I 3 3/8" FLANGE FRAME SILL CM-18502 ALUMINUM 6063-TS .OSS' THICK I 1 5/B" 1 3/4' LOCK RAILS Z F ILE CM-18505 ALUMINUM 6063-TS .062' THICK 1 G ZALINGBEAD CM-18535 RIGID PVC .050' THICK 1 7/8• 2 3/16' FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055' THICK 1 7/16' 2 5/16" L SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK I 11 15/16" SASH STILE CM-18507 ALUMINUM 6063-T5.050•THICK 7-r2 3/16' —I a 1 5/16' I FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050' THICK 2 5/ 16' - I 3 3/4" FIN FRAME SILL CM-18509 ALUMINUM 6063-T5.OS5' THICK 1 1/8 FF2' L MEETING RAIL CM-18504 ALUMINUM 6063-T5.055' THICK 1 3/8--- • 2 3/16' C4 FINLESS FRAME JAMB CM-ISS13 ALUMINUM 6063-TS .050' THICK 2 3/16" 2 5I/ 16' FIN FRAME HEAD CM-185w ALUMINUM S063-TS .050' THICK 2 3/8' 2 FIN FRAME JAMB CM-18510 ALUMINUM 6063-T5.050' THICK REVISIONS DLSCRVIION W1E APPROVED REVISED ANCHOR SPACING @ CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 1 R.L. 5/B' 1/8' ANN. — 1/8' ANN. 1/8" ANN. 090 PVB BY KURARAY METAL REINFORCED BUM SPACER EXTERbR I INTERIOR 1/2" BITE SILICONE SEALANT SETTING DLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-037D SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRANK: ONG NO. N.G. 1 08-02549 E NTS D"'E 12/29/14 SH[tt 11 OF 11 L R06ERTD (DAMS P.E. IW WOODFORD RD LEKISVILLE. NC 27023 431.61D-Am I &"&td YEnuaps.DOm SIGNED: 1211412017 S G I N 0 9 iyo,V6 p ; ST,A(T E OF kryD' oFS 'cL ORVD . G S,ONA j1E Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 t requ atibw Fib SOS Home I lag to I User Registration Not Topics I Submit Surcharge I stag a facts E Publications ; M start acts site Map I units I search db ra Go'l, Product Approval USER:Public User te awn Product Aooroval Menu > Produ[t er AoollaUon Search > Aoollcation list > Application Detail FL # FL15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by OBPR 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved LI MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2011 2008 Florida Building Code Online Page 2 of 3 FL # I Model, Number or Name Description 1S349.1 1185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLIS349 R9 II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 5131248.odf Created by Independent Third Party: Yes 15349.2 18S PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.odf Approved for use outside HVHZ.- Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PGSS FLIS349 R9 II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE S13783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLJS349 R9 C CAC APC 15454.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +SS/ -SS Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLIS349 R9 11 08-02948.odf consisted of S/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8' glass bite. Evaluation Reports FLIS349 R9 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certiffczte Approved for use in HVHZ. No FLIS349 R9 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62S14 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 7962.odf Approved for use -outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 I1 08-01613B.odf consisted of 5/32" annealed exterior - spacer - S/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with S/8" glass bite. Evaluation Reports FL15349 R9 AE 512277B.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: R50-467-1R24 The State of Florida is an AA/EE0 employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: ACeesSibillty Statement :: Refund Statement Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records re0uest, do not sand electronic mall to this entity. Instead, contact the office by phone or by traditional man. If you have any questions, please contact 850.487.095. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address It they have one. The smalls provided may be used for official communication with the licensee. however mall addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credif.Card. Safe. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER' OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11.FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN- INTO WOOD FRAMING OR 2X BUCK USE 86 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. DESClPIM DALE APPROVED REVISED DISTALIAIXIN DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL -BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 16GA (.0487 FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. SIGNED: 1111512016 MI WINDOWS LLC ItMNDKDOORS, ET ST. S t0/ iCRATZ. PA 17030 G E NSA; d+' SERIES 185 ALUMINUM FIXED WINDOW k• 0,,6 6 *.273" X 72" NON -IMPACT f NOTES 7 ' D , TAT OF k TABLE OF CONTENTS c(OR101;•9 -!Z sS 6NA t:-,``` Luis R. Lomas P.E. FL No.: 62514 NAM L. are No. 08-002357 RLV BHEETNO. DESCRIPTION 1 NOTES sJ.LwtE NTS09/03/14 E71 OF 12 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS LROWRTOLOMASAE. 1 I RD LEWISVR LE. MG?7DtT 4 - 12 INSTALLATION DETAILS 72 1/2" MAX FRAME WIDTH 6" MAX-i--I- 161 MAX O.C. 6" MAX L 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT j REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 & 02 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX - F 18" MAX D.C. li, MAX 6" 00 71 1/2" 1B MAX MAX O.C. FRAME HEIGHT 00 j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW i 1 & 12 EXTERJOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM D.L.D.: 69 W4' X 69 8/1' RLV6pN5 DESCRa11011 DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS ID/27/16 R.L. CHART al Number of anchors required (without rigid filters) Fame Fame w1d16 (in) Haight t1.oD 10.00 30.001 42.00 1 4 Do 60.00 66.00 Mite 1n) NdS emD NdS amD HAS amD HAS Jambi HAS Panob HIS IJO.b HIS IJ&mb HAS amb HAS Lamb 24.00 2 2 2 2 3 2 3 2 1 3 2 1 2 1 1 2 1 2 5 2 MAP 2 2 2 t 3 2 1 2 3 2 1 2 1 2 1 2 5 2 30.00 2 J 2 3 3 3 3 3 3 3 1 3 5 3 S 3 42.00 2 3 2 3 3 3 3 3 3 3 1 3 5 3 5 3 6 1 18.00 2 3 2 3 3 3 3 3 3 3 3 5 3 6 3 6 3 54.00 2 2 1 3 1 3 3 1 5 6 1 7 6o.00 2 1 2 1 3 1 3 5 3 5 1 S 5 S 0 1 S 7 5 Do 2 2 1 5 3 5 1 6 1 6 5 6 5 6 7 8 71.60 2 S 2 S J S 3 6 3 0 1 7 S 7 6 7 7 7 CHART 02 Number of anchors required (with rigid fillers) Frame Frame width (In) HeIDM 21.OD 30.00 10.00 It.00 48.00 61.00 60.00 66.00 72.60 15+1 N65 Jamb Nd5 mD HAS Jamb Nd5 Jamb HASS amD HAS Jamb HAS n1D HAS amD 24.00 2 2 2 2 3 2 3 2 2 2 2 S 2 30.00 2 2 2 2 3 2 3 2 2 1 2 S 2 36.00 2 3 2 3 3 J 3 3 1 3 1 3 5 3 4LOD 2 3 2 3 3 3 3 3 3 1 3 1 3 5 3 11.00 2 3 2 3 3 3 1 3 1 3 S 3 54.00 2 1 2 1 3 1 7 1 1 1 1 5 1 DO 2 1 2 1 3 1 3 1 S 66.00 2 1 2 1 1 1 3 1 1 1 1 1 S 1 7/.60 2 5 2 S' 3 S 3 S S 1 S S 5 5 SEE SHEETS 1.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE dt FINLESS ELEVATION & CHARTS DRAaOr: D W. J.L. DR08- 02357 srruE NTS "E 09/03/14 19W2 OF 12 L. ROBE4 1 LCA•AS P.E. IM WOODFORD RD LEWISVILLE. NC 27023 uldae- 0609 rsemse eMlespeaorn SIGNED: 1111512016 v,•\ GEN& 0 6 *_ 70 E OF Al, OR10P B "'"" ONA j1E Luis R. Lomas P.E. FL No.: 62514 71 FI HI 6• MAX —Er 72 1/2- MAX FRAME WIDTH — I18' MAX D.C. I 5 - Tax- 1 18' MAX O.C. 1/2' IAX AME ICHT jy 6" MAX REFER TO CHART 83 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6' MAX —r F 18- MAX O.C. 18, MAX O.C. 71 1/2" MAX FRAME HEIGHT L 6" MAX REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 160.0PSF NONE NOTES: I. MAXIMUM D.LO.: 69 3/4' X 68 3r4' R DE5p I171'" DATE APPROVED REVISED INSTALLATION DETAILS DS/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 IRI CHART 03 Number of anchors required (On Installation) Rune Rome width (MI Helpm 24.00 3e.OD 36.00 4:.00 4s.Do 64.00 60.0e 66.0e 1t60 In) HAS emD S emD HAS mD HAS emb HAS emD HAS lamb HAS amb HAS Jamb 24.00 3 3 3 4 3 4 3 i 3 S 3 S 3 6 3 30.00 3 3 4 3 3 4 3 8 3 36.00 3 3 4 3 4 3 4 3 8 3 42.00 3 4 4 4 4 4 4 4 4 6 4 II.ad• H33 4 4 4 4 1 4 6 4 54.00 3 4 4 4 4 4 4 4 4 Z36 6 4 60.00 3 S S 4 5 4 S 4 5 6 5 66.00 3 5 S 4 S 4 S 4 S 6 S 11.60366 4 e 4 9 4 8 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION do CHART DRAWW DMD N0. J.L. 08-02357 stALi NTS 09/03/14 O*v3 OF 12 L RODERT0 LOYAS P.E. 1132 WOODF RD RD LEMSMLE. NC 270M 4344M.0609 dlWWS@&*nftSpe.mm SIGNED: 11/15/2016 I I4 R .; JS.f'i STATE OF E` SS ORIO aG Luls R. Lomas P.E. FL No.: 62514 RMSIM 1/2" MIN. Mtv D[scRY1DN D 1( AppppyEp EDGE DISTANCE 3/4" MIN A I REVISED INSTALLATION DETAILS D6/DI/IS R.L. WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/I6 R.L. OR 2X BUCK BY OTHERS EMBEDMENT BYROTHERS Q r SHIM SPACE 1/7 MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 010 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW BACKER ROD RIGID FILLER APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE 1/2" MIN. EDGE DISTANCE I 17L INTERIOR 110 WOOD SCREW WWOODFRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATKXV BACKER ROD—,--," APPROVED SEALANT AlINTERIOR 10 SMS OR SELF DRILLING SCREW EXTERIOR 010 SMS OR SELF DRILLING SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4" MAX. rL SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. r SHIM SPACE i- 3/4" MIN. EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METALXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ, PA 1703D SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS MWN'Mo NO. M J.L. 08-02357 sour NTS I 0N'E 09/03/ 14 1-4 OF 12 L. ROBERTO LOMAS P.E. 14-V WO"ORD RD LEWISVILLE, AC 27M 494.688.0609 Awnar@k6 wwp. SIGNED: 1111512016 Ill NN \5 IRE IL 0 / C NSA •+ AX OF t ONA 11E\\ Luis R. Lomos P.E. FL No.: 62514 REVISIONS RLV DESCRIRDN WE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. OPTIONAL IX BUCK a 1 1/4" MIN. EMBEDMENT SEE NOTES 3 - 7 a EMBEDMENT SHEET 1 77 CONCRETE/MASONRY BACKER ROD 1/4" MAX, BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1% BUCK d ISEENOTES3 - 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 - 7 EDGE SHEET 1 DISTANCE EXTERIOR BACKEq RODCONCRETE/MASONRY BY OTHERS 1 1/4" MIN. k APPROVED r EMBEDMENT SEALANT JAMB INSTALLATION DETAIL e' CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSSSECTION CONCRETEANASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWSAND DOORS, LLC ET ST. v\511R11 1p i GRATZ. PA 17030\ GENS •9,%s NOTES. SERIES 185 ALUMINUM FIXED WINDOW 0 I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORARITCLYFINLESS 73" X 72" NON -IMPACT p POFINSTALLATIONDETAILSWITHUTFILLERS2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTME2If2 DRAWN: DNC HAT 0 • +w` i'FS:cZOR%Off' NO. REV 01VA 08 B sruE NTS D"E 09/01/ 14 fl 57 OF 12 11?\' N L. ROBERTO LOMAS P.E. 0432 VAOOOFORO RD LEMSVILLE. MC 27029 Luis R. Lomas P.E. 494.690.0609 ftmSeYbMasp.DOm FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 1/4' MIN. BY OTHERS EMBEDMENT BACKER ROD J 1/4 MAX• APPROVED SHIM SPACE SEALANT RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4' MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. BY OTHERS EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WORD FRAMING. R 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE 1— I RIGID FILLER 1/2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOROR2XBUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATIOW METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE r 3/4MIN I EDGE DISTANCE 1/ 4' MAX. r SHIM SPACE RIGID FILLER 110 SMS OR SELF DRILLING INTERIOR SCREW 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/ 4' MAX. r SHIM SPACE o y 3/ 4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION r1/ 4' MAX. SHIM SPACE I RIGID FILLER INTERIOR 110 SMS OR j SELFDRILLINGSCREWS l METAL EXTERIOR STRUCTURE BACKER ROD BYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISpNS DESCRIPROM REVISED INSTALLATION DETAILS REVISED NAME AND ADDRESS IXIE • PPRDVED 06/ O1/IS R.L. 10/ 27/16 R.L NOTES: L INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17D30 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAM! WC No. , J. L. RE, 08- 02357 g ScuE NTS D`1E 09/03/14 sl¢n 6 OF 12 L ROBERTO LOANS P.E. 11. ip WOODFORD RD LE WISNLLE. MC p7D23 4N* fi 4*W AoYn Ry ,py„ SIGNED: 11/15/2016 51 R. I IL 0 "//i G ENSF ATi Fd' : CZORIOr A1G'`. AifE Luis R. Lomas P.E. FL No.: 62514 REV REVISIONS DESCRrTI N DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/I5 R.L. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1 /4" MIN. EMBEDMENT OPTIONAL IX BUCK°• EMBEDMENTSEENOTES3 — 7 SHEET 1 I v ' CONCRETE/MASONRY BACKER ROD 1/4• MAX, BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON EXTERIOR INTER 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS 1/4" MIN. APPROVED 4 EMBEDMENT e., : • JAMB INSTALLATION DETAIL a• .. CONCRET&MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRANK: DNT: N0. in J.L. 08-02357 B WALE NTS -E 09/03/14 sNEET7 OF 12 L ROSERTO LO LIAS P.E. IM WOODFORD RD LEWISVILLE. NC 27023 431•6BR•0600 A>m at@ftnWe.mm SIGNED: 1111512016 1I I R L D'y/% GENS: 9 pTATE OFF O. P Luis R. Lomas P.E. FL No.: 62514 r1/2' MIN. WOOD EDGE DISTANCE FRAMING OR 2% BUCK 1 1/4' MIN. BY OTHERS EMBEDMENT BACKER ROD & 1/4" MAX• APPROVED SEALANT SHIM SPACE BEHIND FLANGE I1D WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4' MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK 1 14 MIN. BY OTHERS EMBEDMENT 1/2' MIN VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4' MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 810 SMS OR RIGID SELF DRILLING BACKER ROD & SCREW APPROVED SEALANT FILLER BEHIND FLANGE 1/4 MAX. F SHIM SPACEMETAL STRUCTURE liY OTHERS 3/4' MIN IEDGEDISTANCET VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4" MIN. 1/4 MAX. 1/4' MAX. EMBEDMENT SHIM SPACE SHIM SPACE 1/2• MIN. T EDGE DISTANC 3/4" MIN. INTERIOR l INTERIOR EDGE DISTANCE 10 WOOD — SCREW WOOD FRAMING OR 2X BUCK EXBYOTHERS TERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 10 SMS OR - SELF DRILLING SCREWS METAL EXTERIORSTRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISpNS , DAIS A7POVID VED MNM ANDADDRESS DETAILS O6/01/I5 R.LR REVISED N10/27/ 18 R.L. NOTES. I. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWNFORCLARITY2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWITHASTME2II2SIGNED: 11/ 15/2016 MI WINDOWS AND DOORS, LLC I I 650 W. MARKET ST. GRATZ. PA 17030 g1 R L/07j// SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT D *. * = FLANGE INSTALLATION DETAILS WITHOUT FILLERS b ,6OF it J.L. TAT , LL` i S :c ORIDP G\ 08-02357 WALENTSD` IE 09/03/14 SHET8 OF 12 6 LROMWA LOMASP. E. 1432 WCOOFORD RO LEWISVILLE. NC 27M Luis R. Lomos P.E. CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE PSHIM 1 1/4" MIN. EMBEDMENT 4" MAX. SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON I 1/4" MAX. SHIM SPACE 1 1/4- MIN. a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALLATION 1 1/4• MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 2 1/2• MIN. EDGE DISTANCE I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REV15101K DESCRIPMDN REVISED INSTALLATION DETAILS REVISED NAME AND ADDRESS o 1/4" MAX. d SHIM SPACE INTERIOR o EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEA44SONRY INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 1703D SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN: PRO ND. R J.L. 1 08-02357 E NTS D`1E 09/03/14 s"ETg OF 12 L. ROBERTO LOMAS RE. IW WOODFORD RD LEWISVILLE. NC 27029 DATE APPROVED 06/01/15 R.L 10/27/16 IR.L SIGNED: 1111512016 ItS i IL D J 1f GENS 0OF L O NR Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDCE DISTANCE 1 1/4' MIN. F EMBEDMENT 1/4' MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 010 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4 MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DISTANC I a I INTERIOR f10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RLVISMIS RLv DESCRWTON MTL APPROVED METAL r- 3/4' MIN EDGE DISTANCE A REVISED INSTALLATION DETAILS 06/01/15 R.L. STRUCTURE r B REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4- MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT RIGID FILLER BEHIND FLANGE 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE NOTES. METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND "AT SEALANT BY OTHERS TO BE 3/4- MIN F I DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX. SHIM SPACE RIGID FILLER 3/4' MIN. / INTERIOR EDGE DISTANCE 110 SMS OR - SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY'OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS MAW DK NO. REV J.L. 1 08-02357 B SCALE NTS OA1E 0 )/D3/14 SHEE110 OF 12 L ROBERTO LOMAS P.E. 14M WDODFORD RD LEWISVILLE. NC 27023 431•688-06D9 Alamssf*bmwp&.c= SIGNED: 1111512016 7-POFi O' Ot`s; 'c OR10P: G`: A `IEa`\ Luis R. Lomas P.E. FL No.: 62514 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY , BY OTHERS a • . '.• " . OPTIONAL IX BUCK • ' ° ° • 1 1/4* MIN. SEE NOTES 3 - 7 • EMBEDMENT SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS RCNSR)NS REV DESCRVTIDN DAI[ APIPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. 1 1/4* MIN. EMBEDMENT 1/4• MAX CONCRETE/MASONRY ° SHIM SPACE BY OTHERS 1/4- MAX OPTIONAL 1X BUCK ° SHIM SPACE RIGID FILLER OPTIONAL NOTES 3 - 7 SHEET 1 IF RIGID FILLER 3/16' TAPCON INTERIOR ° 3/16' TAPCON INTERIOR 3/16' TAPCON RIGID FILLER 1/4* MAX. r SHIM SPACE L e 1 1/4' MIN. A.. EMBEDMENT e• 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETIDIMSONRY INSTALLATION 2 1/2' MIN. EDGE DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE MASONRYINSTALLATION NOTES: 1. INTERIOR AND EXTERIOR nNISHES• BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I 12 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN. DWD No. J.L. 08-02357 12 NTS wlE 09/03/14 sN<n 11 O L ROBERTO 10M4S P.E. 14V WOODFORO RD LEWMVILLE. NC 27W 0W40•0IRM AWDatotbmatpe,mm SIGNED: 1111512016 Luis R. Lomos P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN A6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE IT MAX SHIMHIM SPACE 3/8" MIN - EDGE DISTANCE 6 WOOD SCREW APPROVED 1 1/4" MIN. SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE N6 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS TALLATX)AI RENSONS DESCRIPTDN DATE A-MRD- VEDREVISEDI4sTALUTIONDETAILS061/15 R.L REVISED NAME AND ADDRESS 10/27/I6 R.L NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TD BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRANK: 08-702357 NO. J.L. WALENTS aT L ROBERTO LOL148 P.E. IIJ2 KWDFORD RO LEWISKLE, AM. 27M 494-6B vm Abr "*r.. 'm c. SIGNED: 1111512016 to 0,.61261 it = oT ff- O tv ii • A,Z RIO; • .• i 1/Sjs ONA 11 aG\ Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page 1 of') cis Home Log In User Registration Hot Topics Submit Surcharge Stats & facts ; Publications FBC Stall &CIS Site Map Links Search dbprProduct ApprovalWIFIlsUSER: Public user t Product Aooroval Menu > Product or Aoolicatlon Search > Aoollcation list > Application Detail FL # FL153S3-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA 450 Year 2010 Product Approval Method Method 1 Option D Florida Building Code Online Page 2 of 3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 153S3.1 15764 Horizontal Aluminum Mullion 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: 52-1/8" x 84". Max mullion span: 104-1/4". Installation Instructions FLIS353 R3 II 08-01448B.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL153S3 R3 AE 5120728.odf Created by Independent Third Party: Yes 15353.2 IS764 Vertical Aluminum Mullion 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: 52-1/8" x 84". Max mullion Installation Instructions FL153S3 R3 II 08-01439B.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS353 R3 AE 512063a.od span: 83" Created by Independent Third Party: Yes 15353.3 15765 Horizontal Aluminum Mullion 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: 52-1/8' x 84'. Max mullion span: IS6-3/8' Installation Instructions FL1S3S3 R3 If 08-01449B.edf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLi53S3 R3 AE 512073B.odf Created by Independent Third Party: Yes 153S3.4 1576S Vertical Aluminum Mullion 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: 52-1/8' x 84". Max mullion span: 83". Installation Instructions FL1S353 R3 II 08-014408.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL153S3 R3 AE S12064B.odf Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion 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: S2-1/8' x 84". Max mullion length - 83". Installation Instructions FLi53S3 R3 ii 08-014428.odf Verified By: Luis R Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS353 R3 AE 512066B.odf Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Approved for use in HVHZ: No Installation Instructions FLi53S3 R3 If 08-014SIS-ndf Approved for use outside HVHZ:-Yes Impact Resistant, Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion Verified By: Luis R Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FLi53S3 R3 AE S120758.odf span - 156-3/8" Created by Independent Third Party: Yes 153S3.7 CM-ISS23 Horizontal Aluminum Mullion 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 - 52-1/8" x 84". Max mullion span - 104-1/4". Installation Instructions FL15353 R3 II 08-014S2B.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLi5353 R3 AE 5120766.odf Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL15353 R3 11 08-01443B.odf Verified By: Luis R Lomas, PE PE-62S14 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullionspan - 83" 153S3.9 I CM-18532 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 - 52-1/8" x 84'. Max mullionspan - IS6-3/8" 15353.10 CM-18533 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: 52-1/8" x 84'. Max mullionspan: 83" Created by Independent Third Party: YesEvaluationReports f115353 R A 067B pejf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL15353 R3 Ii nR-nlac La wf Verified By: Luis R Lomas, PE PE-62S14 Created by Independent Third Party: YesEvaluationReports fL15353 R ac St2n7 of Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FL15353 R fI 08-014448 onf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: YesEvaluationReports FL1S2 R A 1 n688 nrtF Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum MullionLimitsofUse Approved for use in HVHz: No Installation Instructions Approved for use outside HVHz: Yes FL15353 R II 08-014Saa .rf Impact Resistant: Yes Verified By: Luis R Lomas, PE PE-62514 Design Pressure: N/A Created by Independent Third Party; Yes Other- Max single window size: 52-1/8" x 84'. Max mullion valua i n Reports span: 156-3/8". _ R3 AE S+ n7aa .ef Created by Independent Third Party: Yes Badc RQ Contact IN :: 2601 Blair Stone Read Talla s ci »aoa Phane: 8=-48-t824-tWThestateofFloridaIsanAAIEEDemployer. Caovdaht 2007.2011 State of Florida, prbacv Statement :: Acreselhiilty ta m Under Florida law, email addresses are public records. If r ' ° Re!•ne Star m nt electronic mall to this entity, Instead, contact the office you do not want your e-mail address released In response to a public -records reQuesL do not SendSection4SS.27S(1), Florida Statutes, lRettiv! October 1, y phone or byystraditionalhied under Grapiel. If you rq SanyF.Questions, must provide the eacrtmem w 1 9S. 'Pursuant totheyhaveone. The Malls provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to itSupplyApersonaladdress, please provide the Department with an email address which Can be made available to the public. To determine IfChapter4SS, F.S., please cilok DALL. You are a licensee under Product Approval Accepts: Zr6di1:C&d..- s Ct1T11Y f tT1tI CS' llttD.S:WIMJV flnnriel.,,:1.7:_,- ___r. r NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULPON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED ANq MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. REVISIONS REV DESCRIPODN DATE APPROVED A REVISED DISTALIATION DETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES h INSTL DET. 06/07/17 R.L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE S 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 1 • MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE 010 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TD ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-75 FU-30KSI .062' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE / 1 O SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6' FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TRIBUTARY WIDTH - W1 2 W2 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION TABLE OF CONTENTS 83" MULLION SPAN GENERAL NOTES SHEET NO. DESCRIPTION DRAM = N-011NOTESV.L. 439 2 CONFIGURATIONS AND DP CHART SCALE NTS w1E 01 / 1 1 / 12 1 SNEET 1 OF 4 3 INSTALLATION DETAILS LROGERTOLON4SP.E 1432 WOO DFO RD RD LEWISVILLE. NC 27D23 4 COMPONENTS 436•888-01109 r#ww@*b npv.I SIGNED: 1011312017 S R.110 L `J1y40,.6125* of(iBT(, AtT FE OF ;•L p % A O• `''S DIVEG`; I Jill Luis R. Lomas P.E. FL No.: 62514 3/8' OMBINED WIDTHT107W1W28Y 1 1 FRAMEHEIGHT WINDOW WINDOW MULLION SPJ) 1 1 ID7 3/8' COMBINED WIDTH W1 W2 83' 1 FRAMELINHEIGHT WINDOW MULLION SPAN) 1 1 107 3/8' COMBINED WIDTH W1 I1- W2 I 83' 1 WINDOW f FRAME HEIGHT HgNDO WINDO MULLION SPIAN, 1 W, -- F- W2 - 107 3/8' COMBINED WIDTH Desian nreceura tart.,,. m.n Mullion an In TrlDutary 18. 13 2S.50 width 36. 00 42.00 in) 48. 00 52.13 2S. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 1200. 120.0 120.0 120.0 1200. 49. 63 120.0 9B 3 B1.2 76 9 75.2 75.1 6I. 00 71.0 52.2 39.7 35.9 33.4 32.3 6S. 6J 59.6 43.7 33.0 29.6 27.4 26.3 72. 00 44.9 32.7 24.4 21.8 19.8 18.0 84. OD 28.1 1 20.3 URGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSION9 AND DO NOT INCLUDE FLANGE. 107 3/8' COMBINED WIDTH W, W2 - 83' LIN FRAMEIYINDOIN HEIGHT MULLION SPAN' 1 1 107 3/8' COMBINED FWIDTHW1 -I W2 WINDOW 1 FRAMEHEIGHT WINDO MULLION SPAN) / I I W I- 107 3/8' COMBINED WIDTH RO" mus N I 9LscRXnWm I twlc I A REVISED WSTALLADOm DETAILS O6/10/1S R.L 6/ 07I B REVISEDANCHORINGNOTES & INSTL DET. 0/17 R.L 107 3/ 8' COMBINED WIDTH FWI-1I'- W2 BY 1 J WINDOW I FRAME / HEIGHTWINDOW MULLION SPAN) 1 1 f WI I4- W2 - 107 3/ 8' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "-AS SHOWN HEREIN. Design pressure rating Inan with -I.., Mullion span ( In) TrIbuta 18. 13 25.50 width 36. 00 42.00i n 48.00 S2.13 2S.00 120.0 120.D 120.0 120.0 120.0 120.0 37. 38 120.0 120. 0 120.0 120.0 120.6 120.0 19.63 12D.0 88.3 81.2 76.9 75.2 75.1 62.00 95.2 70.0 53.3 48. / 44. B 43.4 6S.6J 80.0 58.6 44.2 39.7 36.7 35.3 72.00 80.3 43.9 32.8 29.2 26.7 25.5 84.OD 3 7 t-27 3 20. 1 1 7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION APPROVED CON CURA71ONS ANDNRATING CHARTS V.L. 08-01439 B seuc NTS °" 01/11/122 OF 4 L. ROBERTO LOMAS P.E. I4J2 WO" ORD RD LEWISVX LE, NC 27023 4J1-6aa4m9 dbmat®ikmam - SIGNED: 1011312017 511 111IL 07r,,/ yiP ;. TAT SE OF i0iORIOP•.``` ss ONA Luis R. Lomos P.E. FL No.: 62514 I' MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR 64 MULLION MTOODD22 CLIP 010 WOOD SCREW 1 i I 1 3/8- MIN. EMBEDMENT L — WOOD FRAMING/ 1/2' MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYiCONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. REVISIONS DESCRPIDN DATE APPROVED REVISED INSTALLATION DETAILS 06/10/IS R.L. REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R.L. MTOD0022 CUP 11110 SMS OR SELF DRILLING SCREW METAL 1/2" MIN STRUCTURE EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATIQN MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DR W DRC No. V.L. 08-01439 WALE NTS 011E 01/11/12 3 OF 4 L R08ERTO LCRIAS P.E I'M WOODFORD RD LEWISVILLE, NC 27023 SIGNED: 1011312017 0q/. D 6`*c iO.L .0 9 i lt`SS ;DR10 G`tr`Q Luis R. Lomas P.E. FL No.: 62514 2.140' s1.125' SECT5764 MULLION ALUMINUM 6005•TS .125' THICK 0.688- 1.531 " RF-185-2 REBAR 16 GA (.062 GGA EL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMINGSUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR 3. OR CONCRETE INSTALLATION USES2 ANCHOR LOCATIONS ONLY WITH 3 1/4- SEPARATION BETWEEN ANCHORS. 3.261" 1.375' 0.625'' L 3.250' 0.843- T- 4.000" O MT000022 CLIP 16GA (,063) GASTEEL SEE NOTE 2 A 3, THIS SHEET. 3. 750' 2. 189" FL0' 0.375' 0. 843' j 1.562- 2X 00.210' 1. 562- D : SECT5796 CLIP FDA WOOD FAAM/NG INSTALLATION ALUMINUM 6063•TS.125• THICK ocscmm ou w1¢ , wrgwLp STAL; ZElANCHORINGNOTES & IN51L DEi. O6/07/17 R.L 3, 750' 1. 00D' 0.375" 0. 422" L 2.032" j2. 87 50. 843" SECT5796 CLIP 2x 00.210" FOR 63 RETE 1 TALLgTIONALUMINUM 6063.TS .125• THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS D wN: W—CNo. V. L. 08- 01439 scNh 6 L ROBERTO LOMAS P.E. 1432 0000FORD RD LEWISVILLE. NC 27U23com SIGNED: 1011312017 T1 •• J- e 5•..: D 9 i' LA A,ZORIO* LuisR. LomOs P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 Professional Regulation man 12 BCIs donne Log In I User Registration i tbt TODict Submit surcharge Sets B Facts ; Publications I FBC Staff E BCIS Site Map I Links I Search f Y '... Product Approval IUSER: Public User Product Aooroval Menu > Product or Aanfi ation Search > Adolication LISt > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL13223-R4 Revision 2017 Approved James Hardie Building Products, Inc. 26300 La Alameda Ste. 2S0 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng. zh u@ ja meshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie. com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 John Southard, P.E. E Validation Checklist - Hardcopy Received FL13223 R4 COI RID Certificate of Independence nAf Standard Year ASTM C1186 2007 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL13223 R4 Eauiv RIO-26928-17 ASTM C1186 eauivalency.odf Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Predur+e Method 1 Option D 08/09/2017 08/2S/2017 08/28/2017 10/10/2017 FL At Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Approved for use in HVHZ.- Yes Installation Instructio ns FL13223 Approved for use outside HVHZ: Yes R4 If Bemoan I -ins allation odf FL13223 R4 11 NOA_ 17-0406.06.ndfImpactResistant: Yes FL13223 R4 11 RIO •nnDesignPressure: N/A 2689-17 Panel to F ,r ndf FL13223 R4 1f Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 RIO-2686-17 Panel WOW s' `' Fram odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE N0Aj2z21QL.QfiQdf FL13223 R4 AE RIO 2689-17 Panel to Furdr odf FL13223 R4 AE RI0-2686-17 Pan I Ndeod h r,I Fr_amP,,,! Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Approved for use in HVHZ: Yes callaInstallation InstructionsNardi Approved for use outside HVHZ: Yes FLi R4 If p_ nel-In rouarl.. , dr FLi3223 R4 II NOA 17-0406 n6 ndfImpactResistant: Yes FL13223 R4 Design Pressure: N/A It RIO 268 -17 Pan I to F wino odf FL13223 R4 It RIO-26811"17 panel Wood Metal Fram ndfOther: For use inside a HVHZ install in accordance with NOA 17-0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406 06 odf FL13223 R4 AE RIO 68917 Pan 1 hn F rr•n nj FL13223 R4 AE RIO-2686-17 Pan I WI nd Metal Frarril Created by Independent Third Party: Yes 13223. 3 Prevail Panel Siding fiber -cement panel siding Limits of Use Approved for use in HVHZ: Yes Installation Instructions FLi3223 R4 11 NOA Approved for use outside HVHZ: Yes 17-0406 06 odf FL13223 R4 lI Pr vaii-pan I-rnerallar ImpactResistant: N/A n ndf FL13223 R4 It Design Pressure: N/A Other: For use inside a HVHZ install in accordance with RIO 68 -17 Pan I rn F Urrinn ndf FL13223 R4 II RIO-2686- 7 Panel Wood M ral Frame df Verified By: Ronald 1. Ogawa 24121 NOA17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406 06 ndf FL13223 R4 AE RIO 2689 +2 oa f FL13223 R4 AE RID-2686-17 Panel Wnnd M . l c Created by independent Third Party: Yes aactc Ne: Contact. ili :: 2601 Blair 5mne Road Tallahassee n »aoo Phene: 9S0-487.1924 The State of Florida Is an AA/EEO employer. CoovrioM 2011 1-4 State of Florida :: Privacy statement :: Aecesetjl&n tat nt :: eh Rnd 5 at .ant Under Florida law, email addresses are public reemds.•If you do not want your e-mail address released in response to a public -records reQuest do not send electronicmailtothisentity. Instead. Contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. *Pursuant to Section45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an small address If theyhaveone. The emails provided may be used for official Communication with the licensee. however email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: s d Florida Building Code Online Page 3 of 3 C.ecG, Card Safe. Florida Product Approval HardiePanel® 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. For use outside of HVHZ, o 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 Panel"Iff'a. Vertical Siding JamesHardie INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS° PRODUCTS EFFECTIVE SEPTEMBER 2013 IM Visft xwwJameshart ie.com for the most recem version. SMOOTH • CEDARMILLO • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TM" PRODUCTS OUTSIDE AN HZ10" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7W IRRA owAAnfrt STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding tvet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING OUtD00RS 1. Position rutting station so that wind %A Wow dust away from user and ethers in wor - area 2. Use one of Me following methods: a Best L Scare and snap i Shears (manual, elwit or pneumatic) b. Better: L bust reducing radar saw ewipped with a Hardie8laaee saw Wade and HEPA vacuum edrardion e. Good: I. Oust reducing ceadar saw until a HardeBlade saw blur any use far low to moderate among) INDOORS I . Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position aming station in wall -ventilated area NEVER use a power saw Indoors NEVER use a circular saw Wade that does not carry the HardtaBlade saw blade trademark NEVER dry sweep - Use wet suppression or HEPA Vacuum Important Note: For maximum protection (buest respirable dust prodt0m). James Hardie recomlrtternds Mays using -Best'-" snip methods where feasible. NIOSH-approued respirators can be used in Conju nClion wth abo e a at wvtiejamesharde tom to hap you detemrine the mast approprlate do not comply vldn the above practices, you should aMrdys consift a ( practices to further reduce don exposures. Additional eposuae information is aQllable 19 method for your job laquireme nts. 9 concern still cask about aposure leans or youadindustrialhygienistorcontactJamesHardieforfurtherInformation. moallos GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JarnesHardieCommercial,comHardieParneleverticalsidingcanbeinstalledoverbracedwoodorsteelstudsspacedamaximumof24" o.c. See genemal fastening requirements. Irregularities inframingandsheathingcanmirrorthroughthefinishedapplication. James Hardie recommends installing HardiePanel on a capillary break (rainscrewAiring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed withpenetrationandjunctionflashinginaccordancewithlocalbuildingcoderequirements. James Hardie will assume no responsibility for water infiltration. JamesHardiedoesmanufactureHardieWrapOWeatherBarrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidingg in Fascia or Trim appplications. Some application are not suitable for OolorPlus. Refer to CoforPlus section page 3. 00 NOT use stain, oil/al d base paint, or powder coating on James Hardiem Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should takeintoconsiderationthecoefficientofthermalexppaansionandmoisturemovementoftheproductintheirdesign. These values cafe be found in the Technical Bulletin8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from comers. Do not nail into comers. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus• Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide 2-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge water -resistive barrier water-reslnlwe baser nailing distances. 4 stud 2 x 4 stud v2 tie a Figure 1 water- esistive barrier l sheathing HardiePanel Batten Joint "H" Joint o vertical siding water -resistive baffler keep nails 2 x 4 stud 3/ a' min. from panel edges O O plate ° l ° leave appropriate gap between panels, then Caulk' J moderate contact Caulk Joint keep fasten2' r ill ( Nil applicable to Colors• Finish) Apply caulk in accordance with Caulk away fromcomersmanufacturer's wrinen application instructions. 866-4Hardie or ier upper panel Do not 1/4- gap Cana: z- liashing I ddcora;Me band board lower panel Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avid nailing through grooves. James Hardee products contain rewitahle axsrai ine slia. which Is known to the slate of Caofornla to came cancer, am is considered M IARC and NOSH ro be a cause al once ham some ocapatianei saunas. areadeng ins et arharnd ngof r:1wwork silica Can MSG e a dsatttirng and potnluaey fatal Ite g disease called sNeosls, and has been linked wan other diseases. Some eagles suggest smoking may lWeW slew tIsk& During ample ventilation; R) use fiber cement shears for amog or, where not feasible. use a Hardie&ade saw blade and dust -reducing circular saw ahadhed to a HEPA vactim: 3) %vetoothersintheimmediatearea: (4) %tar a prooeny-fitted. MOSH-approad dust mask at (aspirator (e.g. 14-95) in accordance wtin apdiatie goveminem regulations and manufacturer instructions to further limit esdtale spirea@osures. During dean -up, use ffEPA vacuums or wet cleanup methods - never dry sweep. For lunner information, reler to out installation ftructkns and Material safety Dais Shee; available at wmv iameshuse.com fir by aliuV 1.8tx!-9HARDI (1.800.942.7343)• FAILURE To ADHERE TO Duo WARNINGS, MSDS, AND INSTALLATION' M5TRUCTIONS MAY LEAD TO SERIOUS PERSONAL I1,111L1RY OR DEATH. HS1236 - Pl/ 3 1/13 CLEARANCES Install siding and trim products in compliance with local building cod requirements for clearance betwee the bottom edge of the siding andtheadjacentfinishedgrade. Figure S stud I ' 1= in. Maintain a minimum 1 "gapbetweengutterendcapsandsiding & trim. Flauro e fascia gutter end end cap n Maintain a minimum 1" e - 2" clearance between James Hardie- I and paths, steps and driveways. Figure 6 Do not bridge floors with HardiePanele, siding. HorizontalMraysjointsshouldahbe created between floors (fig. 10). Mier. Resiaj e Figure 10 earrier Maintain a minimum 1 " betweenJamesHardie2" clearance At the juncture of the rootand productsvertical surfaces, flashing and anddeckingmaterial. shall be installed per the Figure7roofing manufacturer's instructions. Provide minimum1a 2" clearance between and Ile bottom sidingwaterSigHoofingedge of the resistive g and trim. barrier Figure 8 deck materiel I j V. 2'rron. 1-. y r, i I tist ashing I ledgerHorizontal Trim _ Sheathing Hardiepanei • BLOCKED PENETRATIONS I Penetrationssuchashosebibsandholes114" or larger such shouldhaveablockoftrimaroundpointofpenetration. as dryer vents f/ 71Maintain a 1/4" clearance between the bottom of James Hardie products and h0d2ontal flashing. Oonotcaulkgap. Refertofig. 3 on page 1. KICKOUT FLASHING Because of the volume of water that can pour down a sloped Framingroof, one of the most critical flashing details occurs where a roofintersectsasidewall. The roof must be flashed with an Flaomaflashing. Where the roof terminatest is waterawayfrom the sidinginstall a lockout to deflect tt is bes, ttoinstallaself -adhering membrane on the wallbeforethesubtasciaandtrimboardsarenailedinplace, and then come back to install the kickout Figure 11, Kickout Flashing To prevent water from dumping behind the sidingandtheendoftheroofqintersection, install a "kickout" as required by IRC code R905.2.8.3 : -...flashing shall be a min. of 4" high and 4" wide." James Hardie recommendsthekickoutbeangledbetween100• - 1106 tomaximizewaterdeflectionGENERALFASTENINGREQUIREMENTSFasteners must be corrosionresistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibitprematurecorrosion. James Hardie recommends the use of hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fastenersarerecommendedwheninstallingJamesHardieproductsneartheocean, large bodiesofwater, or in very humid climates. Consult applicable product evaluation or lis specific design wind loads. ting for correct fastener type and placement to achieve NOTE: Published wind loads may not be applicable to all areas where Local Building Codes h specific jurisdiction. Consult JamesHardieTechFigureIIIcompliancedocumentation, MUCH naces if you are unsure of applicable ave PNEUMATIC FASTENING Drive fasteners perpendicular tosidingandframing. James Hardie products can be hand nailed or fastened with a Fastener heads should fitsnugagainstsiding (no air space). (fig. A) pneumatic tool. Pneumatic fastening is highly recommended. Do not ever -drivenailheadsordrivenailsatanangle, If nail is Setairpressureso that the fastener is driven snug with the countersunk, fill nail holeandaddanail. (fig. B) surface of the siding. A flush mount attachment on the For wood framing, underdrivennailsshouldbehitflushtotheplankwithahammer (for steel framing, remove and replacenail). pneumatic tool is recommended. This will help NOTE: Whenever a structuralmemberispresent, HardiePlank should be fastened with even depth the nail is driven. If setting the nail depth Proves ld rycult, the spacing to the structural member. The tables allawin direct to OSB or I choose a setting that under drives the nail. (Drive under driven used when traditional framingisnotavailable. g nails snug with a smooth faced hammer Does not apply for Do not use aluminumfastenersstaples, or Clipped p "ood should only be installation to steel framing). p Aped head nails. Snug Flush Countersunk. 9 fill &add nailFigureAFigureB do not under oo Nor 9 drive nails s - HS1236 - P2/3 8/ 13 AZ >o. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie° Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUSA TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNnION: In a=dant:e with IMES haluation Report ESR-1844, HardlePane0venical siding is recognized as a suitade ahemate to that spedtred In: the 2006.2009, 8 20121mernational Residential Code for One -and Twi- Family Dwellings and the 2006, 2009, 8 2012Internatioal Building Code. HardePand venial siding is also recognzed for application In the following: City of Los Angeles Research Report No. 24862, state at Honda listing FL#889, Dade Cohmty, Florida NOA No. 02-0729.02, U.S. 0e0. of HUD Materials Release 1263c, Taus Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents ram also be concocted for additional information concerning the sulaDBlry of this product for spedtic applications. . 2013 James Hardie Building Products. All rights reservred. TM. SM, and ® denote trademarks or registered trademarks of Additional Installation Information, H James HardieTechnology Limited 0 is a registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 M"_"1-QADE COUNTY eR, c kidal Ai mr'Doily ACCREDITED July 30; 2017 MiMil Pingsheng Zhu, P.E. Product Compriance Engineer James Hardie Building Products 10901 Elm Ave.. Fontana, CA 92337 Re: NOA-17-0406:06' Relative to FBC 2017 Project RI0-2679AA-17 Dear'Pingsheng: After review of the 2017.FBC, it is my opinion that the currerit"NOA-17=0406.06 is in compliance with the 2017 FloridaBuildingCode. Referenced Standards in the-2017 FBC; 1 • Wood: AWC NOS-2015 & SDPWS-20152. Structural Loads: ASCE/SEI-7-10 3. Concrete: ACE-318.14 4• Masonry: TMS402-2016/AC1530-13/ASCE-5-13. S. Structural Steel: AISC 360-10 (Including manual of steel construcf;on 2010 (140-edition)) 6• Cold -formed Steel: AISI'160-12 7. Aluminum: ADWI-2015 In addition, I am making the following Statement of Independence -as requested:. 1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing ordistributingproductsforwhichevaluationsareissued. 2. Ronald Ogawa is not owned, operated or controlled by.any company manufacturing or d'istributirig products it evaluates or inspect3. Ronald Ogawa Inc does not have, nor will it aoquire a financial interest in any company manufacturing or distributing products forwhichreportsarebeingissued., 4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval AMMis of the product Should you have 2ny,4&estions on anything; please coritact me.. Sincerely, 13GAW4 Rttonald1. Ogawa, P. O •' N _ RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL-360 41 * , AS Quality Control Agency, AA-.705 ' CRRC % Approved Testing Laboratory for Solar 'Reflectance and Emissivity lz p :• STFITE OFStateofFloridaApprovedValidatorandThirdpartyQualityControlAgency - 'A ' 714) 292-2602 p;' FLORI P'• fort rio a va.com t` l sS10 N A\_ ,t CC: Roger Ogawa — RI Ogawa & Associates, Inc. Karen Ogawa — RI Ogawa & Associates, Inc. Lab Address: 1985'Sampson Avenue. Corona. CA 92879 . Phone (714) 321-4939 . Fax (714) 908.1815 • E-mail: rooeneriooa v coin Malting Address: 16835 Algonquin St. 0"3. Huntington Beach. CA 92649 . Phone.(702) 491-3710 • Fax (714) 908-1815 . E-mail: debbvM inoaiva.ramEngineering . Quality Control • Product.Development •-inspections a Code Consulting. Expert Witness . Testing MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the mandfacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type 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 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and -consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 12,712017 Page 1 James Hardie Building Products. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I- Ogawa, P.E. 04 l7/ZOl i Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Efceiratien ate 05101/2022 By 9tL.Q Mlamt-Da a Product Control PI JCT RE ON og8wflet aril I M-Floift afindibecipjis AWwmw M. l (V- WALL LENGTH --- Stud Spacing at 16" O.C. of B< J I Nails iat16"O.C. i( typ.) 31ir Minimum Edge Distance Sheathing fastener, as desafbed in Note 1 Panel fastener, as described in Note 2 HardiePonel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14D4.2 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. MQ 1.LCT-P-M - "A SEE HardiePanelO. Cempanel®, & DETAIL A Prevail® Panel Siding materials are TT - nonasbestos fiber -cement products 5/ e" ttdck 16 pN APA rated tested in accordance with ASTM Md sheathing in C1186 Grade II, Type A and meeting ac odence with Florlds the requirements ofthe Florida Braldng Code Section Building Code. 23223 p- F mIMmsiM Water - resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5116" Building Code Section 1404.2 pUJL PRESSILE-_8AT NQ 2- X 4' S-P-F t1 Installation Design Pressure Wood Studs -76 psf Wood Studs f HardiePanel, Impact Resistant - Planks installed over 5/B" thick / 5 DN s i;N.g Cempanel, APA rated plywood sheathing PrevailPanelSiding rA p t*Jk. 1pgNEL PRNL _rANEL AM-NC NSTA—U- 1_0 DETgl4$ All installation shell be done In conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA Mote 1] 51W thick / 5 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick 16 ply APA rated plywood sheathing supporter by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16' O.C. Note2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nall; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof3]8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL I INS?ALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 9=7 DWG No A I I PNt: PUC-SOFF Creator E. Gonzales IsCAIE 1n- =1'-0- I Date: 4R412013 `anEsr 1 OF 12 Fastener Spacing per Florida Building Code Section 23223 s.w0ji* wilb flle•Fi0" 8rllWK4 Cods AoapWW No 12 . Rrnduc 6.00in. I....i . I I• I Fastener Spacng per Florida Building Code Secton 2322.3 I I. tlEw ED PRODUCT RENEWED a omr> g Code urift as complying with the Florida rb t Building Code Aceevtolm '• 1`, 771G-ir `Ii7 NCA-Nb. 17-0406.06 Expiratio 05/01 By Miami Vrodna Ceotmi. By Mlaml- a duct Control RAIV ING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SJjEA'HING NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 L,ADI)(NG THE PANEL IS FASTENEb WITH T LONG, 0.223" HEAD DIAMETER, 0.092t' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing i Sheathing I N , 1 .t o to I ,,,S10NA ,,t' • FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 EJrn Avenue Fontana, CA 92337 Phone: 909356.6300 size rscir No Dwo NO Fax 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales soAIE 1" = T-0' Date: 4124&013 SMEET 2 OF 12 WALL HEIGHT AETAII.A Sheathing fastener, as described in Note 1. REV SED \` g.ri rhe•Florida be Panel fastener, as described In hb I-0 /' Note 2 HardiePanel® Siding Water-reslsWe barrier per Florida Building Code Section t I /; 1404.2 r I 5/8" thick / 5 ply APA rated PRODUCT RENEWED L plywood sheathing fastened as complying with the Florida to metal studs as described Building Code NOA-No. 17-0406.06 in Note 1. Expiration D e05/01/2022 20ga, 3-5/8" X 1.$/8" Metal C-.stud The wall and soffit frames are to be designed By by the Architect or Engineer of Record InMlam la. a Product Control compliance with the Florida Building Code. WALL LENGTH Stud Spacingat16" O.C. j . ' t P tOUtlCi I REV14 oompfyinQwbh 1' tl I•! llrirtds 013 Code r jI IIiN*r v7 N0. I I +lia ii STATE YbdudoehcpII 3/ 8" Minimum Edge Distance Nalls at 6" O.C. (typ.) JARDI) _ L I L-gEMPA IFL,Pf3.6M6R 1!&N . J iDII%G % SJ}f LAjLO 1 DU&I-LA All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. O.A. Note 115/8" thldc / 5 ply APA rated plywood sheathing shall be attached to metal studs at t3"oe at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4% long bugle head screw The siding panels shall be Installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a ma)dmum of 16" O.C. ENote 21 The siding panel fastener shall be a minimum No. 8-18, 0.316" head diameter X 1-5/W long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. P Q4UCT D CJTIQJ SEE HardlePaneW, Cempanel®, & Prevail® DETAIL A Panel Siding materials are nonesbestos 618" thick 15 ply APA rated fiber -cement products tested in plywood sheathing fastened accordance with ASTM C1186 Grade II, to metal studs as dasedbed Type A and meeting the requirements of the Florida Building Code. in Note1ELjQkMr- zl s0_N-S. t Water - resistive Florida Width Length Thickness 1 barrier per 4' 8,9,10' 5/16" Building code Section 1404. 2 AESIGN J3 5SU.13 R/1JJN_G. Installation Design Pressure 20ga, 35/ 8" X 1-6/8" Metal Calud Metal Studs - 104 psf r/ ri HatdiePaner'rr l, Impact Resistant- S.C_ AOJ Cempanel, Panel installed over 618" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HARDIEPANEL, CEMPANEIi, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DMGNo A I I PNL-PLK-SOFF Creator. E. Gonzales (scd LE' lir 01'-W I Date: 4/24/2013 ISHEET 3 OF 12 6.001n. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 1 Expiration teDS/0112022 6.001n. Rv Plt0DUCTRXVl.SW a e(wol>i+avAll+tbe- Ae xo r ,3i1 c E OM16on vox 7 MJ ed< P+baaa ceadot I I I' T II 6.00in. I II• II II I• I I I M0DuCT REVtSw o ,ja pWmg Frith tt+e F1066 eC06D r_s. Z? ae C . by ram. FRAMING NOMINAL 20 GAUGE 3-51,W X 1,5/8" STEEL STUDS 16" O.C. FASTENED WITH 518' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SJj.,jh NG NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT G' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO.B-18, 0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II I • I Sheathing II ' I I I I I•I I.I t I•I I•I S STATE OF ON A l HRArFORMETALANDWOODSTUDS. PROVISIONS FOR DIAP ,m ACTIOND GRAVITY LOAD NOT PARTF 7H S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONSF R THESE LOA S) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Elm Avenue Fontana, CA 92337 6RE FBGMI NO OM NO hone:9094r)6 4 PNL-PLK-SOFF FaX 909-427-0634 A Creator. E Gonzales soALE 1" 1'-0" Date: 4/24/2013 S+ T a OF 12 I WALL LENG7 Sl3c Hard- Plank®E Cemfp ak®, & Stud Spacing at 16" O.C. DETAIL A Prevail® Plank Lap Siding materials sftb e edk!5plyAPA ae non products teste inaccorda^ with od ^ T_.- ratedpywC18radalType A andASTM sheathing in I meetingthe requirements of the r`hill/ ii, I axordancewith Florida Building Code. Florida Building Code p { 1 as c+o*Y+og w1h FI.Mu i' 1ii _` Section 2322 3 P9NEL pJMF SJON3 WALL 1 I I 8 Water -resistive Width Length Thickness HEIGMT i : j ( F.sp;rid 7 .', I barrier per Florida Sg-1/2' 12' 5116" i Building Code Section 14042 QESj_QME„SSURRAi IJQ 2" X 4' S-P Installation Design Prekure Wood Studs Wood Studs -92 pal t Lap Siding Impact Resistant — BA p Planks Installed over SIB" thick 15 Ply Neils at 16" O.C. (tip.) ''ii".'11 f f 1- W fall X 5/1s" APA rated plywood sheathing 3/4" Minimum Edge Distance thick starlet strip Q l4 Sheathing fastener, as HAE?Dl p_L$L1K CE 1PLgN PfREV_411 L1 SIp).Nl3,jJS7ALLAT O D,A11 described in Note 1 All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's r'— -` Installation recommendations, and the applicable sections of the Florida Building Code. i' . . Wood studs where Ha ePlank, Cemplank Prevail Lap 5iding will be Installed shall he designed by an Engineer orArchitectpertheFloridaBuildingCodaandtherequirementsofthisN.O.A_ Note 1] 5/8"thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. described in Note 2 . Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide r EW F laps at the top of the plank such that the exposure area of each plank is 5 &1/4"vertically. PR , cow1 [ Note 23 The siding fastener shall be a 2-1/2' long, o.2231, head diameter, 0.092" shank diameter, HardiePlank, Scorrosion - resistant siding nail; The siding is fastened S 8-1/4" APA ratedld 16' O.C. hgerizontal{y; Cemplank, Prevail.' fasteners are driven into wood studs through MY' thick / 5 plyplywood sheathing, fasteners Lap Siding are placed In the overlapping area approximately 3/4' from the bottom edge of the overlapping plank BY 1 • Vertical joints shall be placed over studs. The planksshallbeInstalledover51Wthick / 5 ply APA rated plywood sheathing supported by a Water esistNebarrierPperFlorida Building minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C_ 8" Code Section 14042 . Fasteners shall have a minimum edge distance of 3. HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/8" thick /5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened PRODUCT RENEWED `` . In accordance with Florida James Hardie Building Products, (no. as complying with the Florida Building Code Section 10901 Elm Avenue Building Code 2322.3 Fontana, CA 92337 NOA-No. 1 T-0406.06 REV 2 X 4 S-P-F Wood Studs size FscM No DN1G No Expiration te05/ 0112022 " Phone:909.356-6300 p{L_pLK-SOFF 1 The wall and soffit frames are to be designed Fax gOg-.427-0634 A By by the Architect or Engineer of Record In Mlami ;)Be Product Control comnlianee with the Florida Building Code. Creator. I- Gonzales SCALE 1/2" =1'•0' Date: 4/24/2013 SHEET 5 OP 12 Fastener Spacing per Florida Building Code Section 2322.3 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.75in T Expirailon D e0S/0112022 By 4v- Miami-Dadfi Product Control F camplymg wi& tto pk ids swift f olk st3,2 In. OC—{ . / Cladding I I I I • Framing 1 I • Fastener Spacing per Florida I Sheathing Building Code Section 2322.3 I • I I / FRM-M)NG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH -31/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SFI,E.A HIN_G. NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING•FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLA MUG PLANKS.OVERLAP 1-1W THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NA)LS,'PLACED V4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOM1 PRUDUCrRE"SED •I I ,,,• .`- ' SF, _ b amW ing wi& dbe Fbxi& B"iv S.0 No. 121Aee.vt.e..1,101 . t a • STATE OF 1 Fs'' ••.......••• G S'ONAL EF Irl % 4 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I • PNL-PLK-SOFF 1" n 1'-W I Date: 4/24/2013 ISHEET 6 OF 12 REV Stud Spacing at 16" O.C. INALL LENGTH SEE P&ODUgT DES9RI P' 1QA I I I DETAILA HardiePlankS, CemplankO, and i——i - 5r8"thtcklsply APA Prevail® Plank lap Siding materials arenonasbestosfibar-cement i - i % • - ... rated plywood products tested In accordance with sheathingfastenedI 1 ! to metal studs as AST M C1188 Grade It, Type A and rr irr.rii meetingthe requirements of the 1 describedInNote1FloridaBuilding Code. smO0Q1°'BwcbOO°'dD I t % '' Watertesistive WALL I i i ! i DdtegCodr 12 It n ' , \ tit % - a _ barrier per Florida Lg,NK DIMEM10 1$ fEIG i ' i p r \\\ CC Building Code Width Length Thickness Section 1404. 2 5 9-1/Y 12' i Mi A& Coetsoi ! : y¢ I ': I 20ga, 38/8' X 1-5/8- I.r ! r *.; ` DESIGN PR[SSURE RATtyCr; Metal CsludInstallationDesign Pressure HardiePlanMetal Studs - 92 psf mp lank, Prevail g ss' ?\/tLapSidingImpactResistant - 3/4" Minimum Edge Distance Nails at 16" O.C. (typ,) %01V 1-1/a' tail X 5/18• Planks Installed over 518" thick / 5 ply APA rated plywood sheathing thick starter strippEA,6 Jam• J YRQA t/ CT • V1Sla' ooalply6+g ith dK Flitt" Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 WardiePlank, Prevail Lap Siding Water -resistive bawler per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated PRODUCT RENEWED plywood sheathing fastened to as complying with the Florida metal studs as described in Building Code Note 1 NOA-No. 17- 0406.06 Expiration 05/01 / 2022 209a, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed By by the Architect or Engineer of Record in Miarni-fti:116 Product control compliance with the Florida Building Code. FiAIttiDIFpU NK CEMPLAtJI{ RE1/A1Ll II j G INS L TIQ I E/ILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note I 5/ 8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at G'oo at panel edges and all intermediate supports using a No.8-18, 0.315' head diameter x 1-114" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank Is:5 SAX' vertically. Note 2) The siding fastener shall be a minimum No. 8-18, 0.315' head diameter X 2-1/4' long" bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding Is fastened 5 8- 1/4" O.C. vertically and 16' O.C. horizontally; fasteners are driven into metal studs through 518" thick 15 ply APA rated plywood sheatiung,'fasteners are placed in the overtopping area approximately 3/4' from the bottom edge of the overlapping plank: Vertical joints shall be placed over studs. The planks shall be Installed over 5/8" thick /5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3- 5/8" X 1-5/8" Metal C•studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". Fax 909-427- 06M Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 rM NO PNL- PLK SOFF 1/2" =1'- 0" 1 Date: 4124/2013 1 W 7 OF 12 0.751r FF2yM1 n NOMINAL ZUbAVbGJ-01D A MNO 01cL-" - -- . O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATy JG ' NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 8" OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLA,DDJN—Q PLANKS OVERLAP 1-1/4' THE EXPOSURE IS S 8-1/4" It THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED VV UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.lnc. 10901 Elm Avenue Fontana, CA 92337 oWG No REV PNL-PLK-SOFF I 1 V a T-0" I Date:424/2013 ISHEET 8 OF 12 WALL 1 WALL LENGT Stud Spacing at 16" O.C. SEESAIL AI IO IPIO_glZ('rL ESCHardieSoffiACemsoffio materials are D A nonasbestos fiber -cement products tested In accordance with ASTM C1188 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFI-TPIMENSION9. 2" X 4' S-P-F Width Length Thickness wood Studs 4• 1/4' DESIGN-y,-R-F-S_SU_13E—T111G HardieSoffH, Installation Deslgn Pressure Cemsoffit Wood Studs -70 psf 1 pp ee Iloilo/\'. OGA•Ir(/4 B H Nails at 4" O.C. (typ.Ite,DtlCt REVL'SFD - oou ptymg wid+d>te trlbrids 3/8" Minimum Edge Distance a amoyi8 wid• 6' Fk " SnRAV Code eaminilCO&,,„r3-o3rr,a 9r r roPm, caaew 4QA11. Pit," f PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration I& e06/01/2022 By Soffit fastener, as described in Note 1 HardieSoffrt, Cemsofflt Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. zo. 21. o • STATE OF Cc to HARESQ TM__UCSOFJEA--LA AUInstallation shall be done In conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Wood studswhereHardieSotfit. Cemsoffd will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffitshallbeinstalledoverminimum2"AV S-P-F wood studs spaced a maximum of 1ti" O.C. Note 1] The soffit fastener shall be a 2' tong, 0.223" head diameter, o.092" shank diameter, corrosion resistantsidingnail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs, the fasteners shall be driven into wood studs located at 16" O:C. Fasteners shallhaveaminimumedgedistanceof318" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 1D001 Elm Avenue Fontana. CA 92337 No Creator. E. Gonzales IscuF Wr 01'-0" PNL-PLK- SOFF Date: 4124Mi3 Dim. 8 OF 12 4.00in. 16.00in. Cladding Framing PRODUCT RENEWED as complying with the Florida •. Building Code NOA-No. 17-0406.06 Expiration Da 05/01/2022 By 4.00it1.l Miami-0646 Product Control GAPRtlbUCl'AEV1SlD PRODLICtIiitVLSFn 11 `• is ecalplpieg vi t &C F!"As as C00VI)y% with dm ff1wift 1/ 1 i ©timing Code . 91uldmg Code • nt> aaw E. 47epno3. 017 No i21 = MirwtIti+rA A Caosd Miam' Utdc Prot]oct Conitol OF Tod, STATE FRAM A NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI,. gDD1N THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL E[ 5GES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. M.— 10901 Elm Avenue liillm- -- Fontana, CA 92337 Phone: 909-356-6300 SIZE FBCM NO OVA'. No Rfiv Fax 909.427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE Date: 4/24/2013 SHEET 100F.12 WALL 1 WALL LENG Stud Spading at 16" O.C. ems_ i I i AEzA,I.t,.Q PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration Da 05/01/2022 SEE DETAIL A toga. 3-5/8' X 1-5V Metal C-stud P-810nU_cT QMQR- IFJIPW. HardieSoMW & Cemsofft® materials are nonasbestos fiber -cement products tested in accordance with ASTM 01186 Grade II, Type A and meeting the requirements of the Florida Building Code. SQFFTJ DLIU)I ISLQLI-S, Width Length Thickness 4 8' %. Hen%Soffit, By i Ceftottit DF S_IG J i? SSURE RATING Miami-D d roduct Control Installation Design Pressure Nails at 6" O.C. ftyp.) 3/8" Minimum Edge Distance fastener, as ribed in Note HardieSoffit, Cemsoffit 20ga, 3-5/8" 1-5/8" Metal C-stud Lj The wall and soffit frames are to be L-- designed by the Architect or Engineer of Record in compliance with the Florida Building Code, Metal Stud; 1to111; ;SAOGq''' I. '- PRODUCT t2EVISkx1 PRODUCT REVISED as corm ftivs wilt do Florida a am0M wbb tllc Florid building Code e CAet A coeptaaea No 13'e'W 144 i 0' 121 AacoPmr>ee Not EXirati .ur 7 . STq ly OF 8>< 1?odaelCcoi F• :rXORIDP NAL CN rikiARp[FSOFFIT,_CEMSO P N LIIVSTAW-aIQtLQETAIL$ r% Irt All installation shall be done in Conformance with this Notice of Acceptan6t'!tYtLYMufacturer's Installation recommendatlons, and the applicable sections of the Florida Building Code. Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O k The soffit shall be installed over minimum 20ga, Nominal 3-618" X 1-5/8" Metal C-studs spaced a maximum of 15' O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long* ribbed bugle head screw ror screw shall have at least 3 full threads penetrating metal • framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven Into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of Ziffand a minimum clearance of 2" from comers. lip HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 Phone: 909356. 6300 SIZE FW-M NOoVQ NO a6v Fax 90SA27- 0634 A PNL-PLK-SOFF 1 Creator, E.- Gonzales scau 112" - P•0- Data: 4/242013 sHEET 11 OF 12 Cladding Flaming 6.001n. PRODUCT REVISED _ PRODUCT RENEWED MC000 ..ilh&EFIoaib as comp)yIng with the Florida gnosmyc a 0i nw idttWfrimid* Building Code A..'w rIp s I //iiiiii. NOA-No. 17-0406.06 N° r3'N.al ,,'' AWA Expiration 05/01/2022 it e 7 i 1 n,wd gr By Mlanu p dC (•ft&aC0Mw1 2,rMiarni-DAdf Product ControlI • 1V C c FLO FFSS1014 FRA1V(1TJ_C,, NOMINAL 20 GAUGE 3 3/8" X 1-6/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C1APHDINIG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-114 ' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS 11M Fontana. CA 92337 Phone: 909-356.6300 sae FscM No av/o NO aEv Fa)(909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1• = 7'-0" Date: 4124/2013 ISHEET 12 of 12 PROJECT RIO-2689-17 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 2TABLE1A, RESULTS OF TRANSVERSE LOAD TESTING 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 C8C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C8C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C8C 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 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA 8 ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 6443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; IF) 714-847-4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardlePanelBt Siding James Nardie Product Trade Names covered in this evaluation: HardiePenelW Siding, Cempand® Siding, Prevail' Panel Siding EVALUATION SCOPE: ASCE 7.10 2017 Florida Building Code 20151ntemstional Building Code 2015 International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info f jameshardie.com EVALUATION PURPOSE: This analysis Is to detehNne the maximum design 3-second gust wind speed to be resisted by an assembly of Herdlepenel (Cerrlpanel. Proven Panel) siding fastened to wood hmtrg3ormean either wood taltrainingwithnabsorscrews. REFERENCE REPORTS: 1. Intenek Report 102024363000.001A Transverse load test on HardlePonel. TEST RESULTS: Table tor. Results of Transverse Load Testina Test TNdmoss Width Frame Spacing Fastener Spacing Fastener Type Ultmole Load All- abie Design Lone' ReportNumberAgencyan.)rn. From Type ' An. n. and Dimensions PSF) Failure Mode 102024363C00. 00tA Intertak 0.3126 48 2X4 wood stud' 314- thick by 16 fi No. 8 X 1.25' long X 0.323' HD 3. 5' wide SPF tuning ribbed bugle head screws 160.7 63.6 pug through /fracture 102024363COO- 001A Imenek 0.3125 48 2X4 wood stud. 314- thick by 16 8 No. a X 1.25- long X 0.32r HD 3. 5' wide SPF furring ribbed bugle head screws 131.4 43.8 pull though 102024383C00- 001A Intenek 0.3125 48 2X4 wood stud. 314- thick by 16 12 No. 8 X 1.2S' long X 0.323' HD 3. 5' wide SPF tuning ribbed bugle head screws 106.1 35.4 pelt through 102024363COG- 001A Imertek 0.3125 48 2X4 wood stud' 314- thick by 18 8 0.09V shank X 0.21 W HO x 1.5' 3. 5' wide SPF tuning long ring shot* non 147.6 49.2 pull through Araqure 102024363000- 001A Imenek 0.3125 48 2X4 wood stud, 314- thick by 24 8 No. 8 X 1.2S long X 0.32W HD 3. 5' wide SPF furring ribbed bugle head screws W-7 27.6 pull through /fracture 1. All fasteners were installed en turMo without ometraden into rare t-r600 rn.Iwru.. 2. Allowable load is determined from ultimate load divided by a tabor of setey of 3. 3. HardePanal Siding mmpies with ASTM C1186, Standard Specification fur Grade /1. Type A Non-asaes/Os Fiber -Cement Flat Sheet, Table 1b. Analysis of Allowable Load for 08 Screw at tr O.C. fill Screw Spacing FasteISpadnatn. 8 12 10 Frain. 18 16 16 Fastener Trea O.ag 1.33 1.11 Allod 43.8 36.4 38.8 Individual faad b. 38.9 47.2 43.1 The fastener load for all screw at ur O.C. was calculated as the average at the test results for 9• end 12. O.C. The allowable load for 08 screw at the spacing of 1Q' O.C. into furring can be calculated by interpolating the results of same fastener at 8' and 12' O.C., since both tests had same tenure node of fastenerpullthoughfromthepanels. As shown in the table, the allowable load 10 fill screws installed at 1tr O.C. to wood tuning is 3&8 Pat. Justification of Using the Results on Light Gauge Steel Framing In the subject configurations, all fasteners were attached to tuning only, so whether the furring is attached to wood or steel burning does not affect panels' transverse load capacity. It'a the project engineersresponsibilityt0ensurethefurringatiadtmentandframingmerneboratohavesufficientloadcapadtieLI,"------- i% fill' pGAWq "io sip FLO .... FsSfo111` f RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET *443 HUNTINGTON BEACH, CA 02649 T) 714-292-2602: IF) 714-647-4595 PROJECT: RIO.2689-17 DAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoalameshardie.cmm DESIGN WIND LOAD PROCEDURES: Fibs 4 chart siding based transverse a factor of eatery a1r3 load cable ) _),,mate mined via compliance testing to traw4me load national lest standards. Via the transverse load testing an e8wrahle design mmAnt K . vAnd diradidnsllty factorV , basic vAnd speed (3second gust MPM as detemdned from 20151BC Figures 1609.3(1), (2), or (3); ASCE 7.10 Figures 28.5 1q B, or Equation 2. Del. 20i5 IBC Section 16021 deanlDfatsj V=V,. VA , ultimate design vAnd speeds (34accnd gust MPH) determined from 2015 IBC Figures 1609.3(11, (2). or (3): ASCE 7.10 Figures 26.5.1A. B. or C pet ASCE 7.10 equation 30.6.1) Equation3, p=V(GCv-GCvj GC. , product of egamal pressure coel0dend end guM-e fats factor GC., , pro0ud of internal preswre coefficient and gust•aRed factor p . design press)ne (PSFI tar siding (allowable desgn load far siding) To determine desgn presswa,.sub Vrtute q. into Equation a, Equation 4, p=0.0D266'K'1 %-V.-(GCrGCj Allowable Stress Design, ASCE 7-10 Section 2.4.1. bad combination 7 (B/. ASCE 7.10 section 2.4.1. load combinstian 7) Equation 6. 0.60 • 0.6W D , dead load W , wind load To determine the Allowable Sirens Design Pressure, apply the feed factor IorW (wino) from Equation 4 to p (design prosaum) determined from equation 4 Equation 6, P.w ` 0•BVI Equation 7, P.. ` 0.6-10.0025WVK,'K.'Va''(GC.-GCr)1 Ewat bn 7 B used to populate Table 3, 4, and 5. To determine the allowable uthm die best wind speed for Hanle Siding in Table 6, Solna Equation 7 for V,., Equation 8. V. _(P.J0.610.002W*N'K,*K.'(GC.-GC.Jfa Appllggpla ro methods spndde0 rn 6coaptrorts 1 tnroui n 3 of 20151BC Section 1609.1.1., to damming roe adowaoie nominal daWA wtrel speed (Vasa for Hardie Siding in Table 6. aA* the conversion ftlrtnule tiebw, (rot. 20151BC Section f W9.3.1) Equation 9, Vim. = V,.' (0.61°S W. 20151BC Section 1602.1) Vim.. Nominal design vAnd speed (34eoond gust mph) RONALD 1.OGAWA ASSOCIATES. INC. 16835 ALGONOUIN STREET *"3 HUNTINGTON BEACH, CA 92849 T) 714-292-2602: (F) 714-8474505 PROJECT: RIO-2889-17 Tabu 2. Coef cler" and Constants used In Determining V and P. JAMES HARDIE BUILDING PRODUCTS, INC. 1-858 542-7343 inio@Jameshardie.00m r4.ddtno IC3C1 Psures (PSF) to be Resisted at Vatious Wind Speods • Vflnd Exposure category n, res d ci.ddma IC&C1 prossuros (PSP(to be Resisted at Varioua Wind Speeds - vans Eaposura u. 9-7... A r_i.ddtno IC&C) Pressures (PSq to be Resisted at Venous Vruw UP— r--•- ---. -• Tables 3.4. and 5 ate based.on ASCE 7-10 and Consistem with the 2015IBC, 20151R.0 wSjWE(3f Ft It) 4 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847.4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 info@jameshardie.lmm Table G. Allowable Wind Speed (mph) for HardiePanel Siding (Anaf)Mcal Method /n ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 4 pllawable. Ultimate Design Wind, SPOW. V,ssA, ApptnNe to methods specified in 1201519C. 2017 F8C) Section 60e.1.1. as delartnined 0 poiS IBC. 2017 FOCI Routes 16011.3(1). (2). ar Design Wind. Speed. V 4A, r AWNCOMe to methods specified in Eaoepttonl t through 3 al 1201 S IBC. 2017 FOCI Section 160e.1.1. used in Table Minimum Thidmnst In.) 5116 Nklth n•I 48 Fastener Type No. 8 X 1.25' long X 0.323• HO ribbed bugle head Fastern Spacing Pn .) 6. O.C. Into hsring only From Type 2X4 wood or 20 ga. steel framing. 34• thick by 3.5' wide wood furring VA Stud Sp eft h) 18 t 9kdlding Haves R) 0.15 A no attp0sure B 193 csregm7 C 175 D 159 B 149 G 135 0 jDasignlasd 123 Aflew4tle 04 53.6 F 8 0.70 Ebg C 0.65 Ettp 0 1.03 h560 ha60 V. 1 V. 0.65 1.4 0.16 Product Hard epanel® 20 193 170 155 1 149 132 120 WA 0.70 0.90 1.06 1 0.95 1.4 0.16 25 193 166 152 149 129 118 53.6 0.70 OA4 1.12 1 0.6S 1.4 0.19 30 193 ta3 150 149 126 118 43A 0.70 0.98 1.16 t 0.85 1.4 0.18 35 189 160 148 146 124 114 i1.6 0.73 1.01 1.19 1 0.05 1.4 0.16 a0 185 15a 146 143 122 113 1.6 0.76 1.04 122 1 0.85 1.4 0.16 45 172 150 140 133 118 108 53.6 0.68 t.15 1.33 1 0.85 7.1 0.10 50 179 154 143 139 120 111 WA 0.81 to6 127 1 0.03 1.4 OAS 55 177 163 142 137 119 110 42.6 0% It tie t OAS 1.4 O18 60 100 175 145 152 128 t41 120 135 112 117 99 109 93 33.6 43.6 0.65 0.90 1.1] 126 1.31 1.43 1 1 0.85 0.85 1.4 1.e 0.18 0.19 HarNePanel® 5116 48 No. 8 X 1.25• long X0.323' HD ribbed bugle heed wawa 8. O.C. Into timing only 2X4 wood or 20 ga. Steel framing. 314' 0titlt by 35 wide wood furring ,,7A 16 0.15 174 158 1" 135 122 Ill 43.8 0.70 0.85 1.03 1 0 ha60 1 1 0.95 025 1.4 1.4 0.16 G.18 20 174 154 140 135 119 109 43.8 0.70 0.90 1.02 25 174 1S0 138 135 116 107 43.a 0.70 0.94 1.12 1 0.05 1.4 o.1e 1 0.95 1.4 0.18 30 174 147 135 135 114 105 43.8 0.70 0.28 1.16 1 0 S 1.4 0.18 35 171 145 134 132 112 103 43.8 0.73 1.01 1.19 167 143 132 129 t11 102 4].8 0.76 1.04 t22 1 0.85 1.4 0.10 1 0.95 1w O.t6 45 164 141 131 127 109 101 3.8 0.111 1.07 125 60 162 140 122 125 108 100 13.a 0.61 1.09 127 t 0.65 1.4 0.1 55 160 138 128 124 107 99 43.e O.W Lt1 lie 1 0.65 0.18 s0 100 156 131 137 116 177 122 101 108 90 99 43.8 43.8 0.a5 0.99 1.13 126 1.31 1.43 t t O.aS 0.65 14 1.4 1.6 0.18 0.19 HardiePanel® Safi 48 No. 8 X 125• long X 0.323• HD ribbed bye heed screws 10.O.C. Into furring dy 2X4 wood 0r 20 lie. steel fOng• • thick M 3S wide wood furring 1•74 18 0.15 164 149 135 127 115 105 38.8 0.70 0.86 1.03 hf0 h-60 1 1 O.eS 0.65 1.4 IA 0.18 0.16 20 164 14S 132 127 112 102 38.e 0.70 0.90 1.08 1.12 1 0.65 1.4 0.18 25 164 141 130 127 110 100 46.8 0.70 0.94 1 0.85 1.4 0.18 30 164 139 127 127 107 99 36.8 0.70 0.08 1.16 1.12 1 0.85 1.4 0.1e 35 lei 136 126 124 106 97 48.a 0.73 1.01 1 0.85 1.4 0.16 40 157 134 124 122 104 96 MA 0.76 1.M 122 45 155 133 123 120 103. 95 e.e 0.72 1.07 1.25 t O.es tA 0.1a 50 152 1 11 122 118 102 94 38.a 0.81 1.09 127. 4.4 0.19 55 151 130 121 117 tot 94 se.a 0.83 1.11 129 W101-1- 5, 1.4 0.1e 60 100 149 123 t29 120 715 95 100 93 IMA 38.8 OAS O29 1.13 126 1.31 1.43 1 0.85 1.4 1.8 0.18 0.16 Harr9aPaneW 5r18 48 No. 8 X 125• long X0.323• HD fibbed bugle head screws 12- O.C. into faring only 2X4 wood or 20 9a• steel owning.3W thick by 3•S' wide wood furring VA 18 0.15 557 142 129 121 110 100 35.4 0.70 oe5 1.03 hdO hs60 1 t 0.05 OAS IA 1.4 0.18 0.16 20 157 138 128 12t t07 98 35.4 Q70 0.90 1.09 t o.e5 4.4 0.18 25 157 135 124 1 121 nos 9e 35.4 0.70 0.94 1.12 1 0.06 1.4 0.18 30 757 t32 t22 121 103 9a 45A 0.70 a." 1.16 1 0.95 AA 0.18 35 163 130 120 119 101 93 15.4 0.73 1.01 1.12 1 0.85 1.4 0.18 40 t50 128 112 116 100 92 35.4 0.76 1.04 t22 1 OAS 1.4 0.18 45 148 127 117 115 98 91 25A 0.76 1.07 1 125 50 148 125 11fi 113 97 90 5.4 o.a1 1.08 127 129 1 0.85 1.4 0.1 t 0.85 1.4 0.16 55 744 124 115 t 11 96 89 35.4 0.03 1.11 1 1 OAS 0.85 1.4 1.6 0.18 0.1860 100 142 11B 123 114 110 91 95 89 35.4 SA 0.05 0.89 1.13 126 1.31 1.43 RONALD 1. OGAWA ASSOCIATES, INC. JAMES HARDIE BUILDING PRODUCTS, INC. 16835 ALGONQUIN STREET *"3 HUNTINGTON BEACH. CA 92649 inlp jameshardie.ean T)714-292-2602:(F)714-647-4SSS PROJECT: RIO-2689-17 AsowaNe. Ultimate A000ehle. Naninal Design Wind, Speed. Design %Mnd. Speed. yJu AV.,r , 3,semnd gust mph) 3-second gust mM) Appgeai nretltdda aped6edetI201518C. Aottkmt* to nothdhe 2017 F8C) Section spetlGed N Esmpfions 1 1aw.t. a. dmem:ned by through 3 of (201518C, 201618C, 2017 FBQ 2017 FBCI Section res 1602 311k (2) or 1606.1.1. Stud Minlmum NAd1h Futener Fastener Product Thickness SpacingFrame Type Spacing rm 1 () IType (in.) (•A) No. 8 X 2X4 wood Or 1.26' lore S. O.C. 20 ga. sled X 0.323' into -wing. 3W HardiePanal® site 48 HD ribbed tuning thick by 3.T 24 bugle head only wide wood zero" baring VA 0.,, 2X4 W.of shank X 8' O.C. 20 ga. steel 0.215' HD We, fmmifp, 3f4' 18 HerdiePane* 5H8 48 v 1.S. lap furring thick by 3.5' tiny shank " wide wood nell fkming VA 31. Coaffiaants used in Tsble 6 Wind ev0sure VArd elttwsure emte0 --a IK AOowaele B C D 9 C D Design L0nd Pall F m a Em C Elm 0 1. Furring .tuMtmem ro twaurd training members a aeeream Owing vAdth SW be designed or an entpneer. 2. Building height a mean cook height (m feet) Of a 111ding, @wept teat save Want aha0 be used la root enple 91eu thin a aWtel ro 10' (2.12 roof slope). 3. V4. uhirrtaw amps vA d speed 4. Vim, - ndmitd deapn wind speed 5. linear k tetpetaGon Of building hew is 6o a) and And speed it pemniOed• 6. V4nd speed design asa+mp _, per AnjWeAt McOtdd in AWE 7.10 chapter 30 C&C Part 1 end Pan 3: K - A. ".85. OCr--1.4 (hf0). OCy-1.6 po60). OC ' 1a' 7. Wood Oaring shall be preservative waled per AWPA Wood lu0(eq aheii be apeac gm*y of 0.42 a greater per AFPANDS: Or wood suuaursl . mMomnna ro OOC PS1 a Ot3C PS2 a APA PRP•106. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miaml•Oade Caunry Florida, NOA 17-0406.06 loll FLOR P''C 1` 014 6 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIES BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS 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 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. PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD I. OGAWA ASSOCIATES. INC. 16635 ALGONOUIN STREET 0"3 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686.17 JAMES HARDIE BUILDING PRODUCTS, INC. 1$88-542-7343 info(Miameshardiaeom EVALUATION SUBJECT HardiePaneM Siding James Hardie Product Trade Names covered In this evaluation: HardiePanele Siding. Cempane* Siding, Prevail"' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Coda 20151ntemational Building Code® EVALUATION PURPOSE: This analysis is to determine the merimum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempand, Prevail PaneQ siding fastened to wood or metal framing with nabs or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC 1270-94 (ASTM E330) Transverse Load Test. 5/16' Thiele by 48 inch wide HardiePand Siding Installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nab 3. Ramtech Laboratories Report IG1271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardlePahel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 uhehes on tamer with a 6d common galvanized nail 4. Remtech Laboratories, Inc. Report 10868-97/147S (ASTM E330) Transverse Load Test. 5116' Thick by 48 inch wide HardiePand Siding installed on 2X4 Group III SG-0.36 wood studsspacedat16inchesoncenterwitha4d. 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nab 5. Ramtech Laboratories, Repon IC-1054.89 (ASTM E330) Transverse Load Test iW Thick by 48 inch wide HardiePanel Siding installed an 20gauge Metal studs spaced at 16 inches on carter with a No 6 X 1 in. long X 0.323 in head diameter fibbed bugle head screw 6. Ramlech Laboratories, Report IC-1055419 (ASTM E330) Transverse Load Test, 114" Thick by 48 Inch wide HardiePand Siding installed on 20gauge Metal studs spaced at 24 inches an center with a No 8 X 1 In. long X 0.323 In head diameter fibbed bugle head screw 7. Ramtech Laboratories,, Report 1110-91111554d (ASTM E330) Transverse Load Test. 114" Think by 48 inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced at 16 and 24 inches on canter with a ETSF 0.100 in knurled shank X 1.5 In. long X 0.26 in. head diameter pun fastener 8. Ramtach Laboratories Report 101273-94 (ASTM E72) Reeking Shear Test. 5116' Think by 48 inch vide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nag 9. Ramtach Laboratories Report IC-1274.94 (ASTM E72) Racking Shear Test. 5116' Think by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanzed nab 10. Ramtech Laboratories, Inc. Report 101168.97/1475 (ASTM E72) Racking Shear Test, 5/16' Think by 48 inch wide HardePanal Siding installed on 2X4 Groin III SG=0.36 wood studsspacedat16inchesoncenterwitha4d. 0.091 inch shank by 0.225 inch head diameter by 1.5 Inch long rug shank nall 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Sheer Test, 5116' Thick by 48 inch wide HardiePand Siding installed on 2X4• Hem-FI wood studs spaced at 16 and 24 Inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report If 284-9911 SW (ASTM E72) Racking Shear Test, 5116' Think by 48 Inch aide HardiePand Siding installed on 2X4 Henn -Fir wood studs spaced at 16 and 24 Inches on center with a ET&F 0.100 in knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener Jill 8F' 1 -1- o STATE OF sS OtY J'i i JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info®jameshardie.com TEST RESULTS: Table Ia. Results of Transverse Lead Tasting RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-202-2602 714-847-4595 FAX PROJECT: RIO-268&17 Fastener Spacing lin.l Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test m.) it,) Frame T SUPPOrts Supports Fastener T PS PS IC-1270-94 Reattach 0.3125 48 2X4 wood Hern-Fir 16 a 6 6d common 149 49.7 It;1270-94 Rarmach 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 47.7 1086&9711475 Ramtech 0.3125 48 2X4 wood. SG a 0.36 16 4 8 4d• 0.091 In, shank X 0.225 in. 90 0HDX1.5 in, ringshank neB NGn. No. gauge in. X Kim No 8 X 1 in. long X 0.323 in IC-1054.89 Reattach 0.25 48 1.377 5 in metad l stud clod 16 6 fi trod diameter d bugle 189.9 Sfi.6 No. gauge X 3.8251n. X inMheadIC-1055.89 Ramtarh 0.26 48 1.377 5 in metal stud 24 6 6 diameter ribbed bugle 91.9 30.6 read anew ETBF 0.100 h knurled shank X 11149-98/15Sdd Ramtech 0.3125 48 W. No. 20 gauge X 3.625 in. X 18 4 8 1.5 in. long X 025 h head 170 56.71.375 in metal stud diameter Pin fastener Min. No. 20 gauge X 3.625 in. X ETBF 0.100 in, knurled shank X 11149.9811554d Ramtech 0.3125 48 1.375 In metal stud 24 4 8 1.5 iL long X 0.25 in. head 101 33.7 diameter pin fastener 1. AaOwaore LOBO IS t e UQamela Lean dwmea oY a F800/ Of serery Of 3. 2 HardlePanel Sidmg complies with ASTM C 1186. Stend&V Speddcation for Grade ll, Type A Non -asbestos Fiber -Cement Flat Sheets, Table 1 b, Shear Values Allowable Leads In Pounds Per Lineal Foot for Panel Shear Walls'• r Fastener Spacing fn.1 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Leads Report Number Test Agency kn.) in.) Frame T in.) Supports Supports Fastener T IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem-Fb t6 6 6 6d common W3.8 201.3 IC-1273-94 Ramtech 0.312S 48 2X4 wood Hem -Fr 16 4 4 6d common 698.8 232.9 161274.94 Ramtech 0.3125 48 2X4 wood Hem -Fa 24 6 6 6d common 460.0 153.3 IG1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10869-9711475 Ramtekri 0.312S 48 2X4 wood, SG 2 0.36 16 4 g dd, 0.091 in. shank X 0.225 In. 59S.4 198.5 HD X 1.5 In. kncg ring shank nab Mon. No. 20 gauge X 3.625 in. X n tong Min. No 8 X 1iX.Q.323 in IC-1057-89 Ramteeh 0.25 48 1,375 in metal stud 16 & 24 6 6 head diameter ribbed bugle 990.0 123.8 hand screw Min. No. 20 gauge X 3. 625 in. X ET&F 0.100 In. knurled shank X 11284-DWI S80 Reattach 0.3125 48 1.37S in metal stud 16 4 8 1.5 in. long X 0.25 In head 1227.0 153.4 diameter pin fastener Min. No. 20 gauge X 3. 625In. X ETBF 0.100 In. knurled shank X 11284-9911580 Rantech 0.3125 48 1. 375 in metal stud 24 4 8 1.5 in long X 025 in. head 1060.0 132.5 diameter pin fastener 1. All board edges 00 be supported by framing. Panels shall be applied with the long dimension either para0tl or perpenai I to - 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable load Is based on doe average load at 118 Inch net deflection RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(Miarneshardie.con DESIGN WIND LOAD PROCEDURES: tber-cement siding tnmsverse load capacity (wind bad capacity) is determined vis compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since fhe a8owabta design load is based on factor of safety of 3, allowable design leads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should he used with combinellort loading equations for Allowable Stress Design (ASO). By using the combination loading equations for Allowable Stress Design (ASO). the tested allowable design loads for fiber-amem siding are aligned with the vAnd speed requirements in ASCE 7- 10 Figure 26.5-1A Figure 26.5-18, and Figure 28.5-1C. For this analysis, to calculate the pressures le Tables 3. 4. and 5, the toad cornhinatian win be inaccordancewith ASCE 7-10 Section 2.4 combining nominal roads using a9owede stress design . load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,Q0.00258'K,'Ka'Kd & W, ASCE 7.10 equation 30.3-1) q, , velocity pressure at height Z K. . velocity presstre exposure coefficient evaluated at height 2 Ka , topographic factor K. , vAnd directionality factorV , basic wand speed (33secend gust MPH) as determined from 120151BC, 2017 FBC) Figures 1609.3(1). (2). or (3): ASCE 7-10 Figures 26.5-1A. B. at C Equation 2 ref, 20151BC d 2017 FBC Section 16021 definitions) V-V. V. , mdtinmate design wind speeds (3-second gust MPH) determined from 1201518C, 2017 FBC) Fgurea 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A B, or C rel. ASCE 7-10 equation 30.8-1) Equation 3, Vq,•(GCo-GC j GCe , product of a temal pressure coefficient and gust -effect factor GCy . product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (abir wable desgn load for siding) To determine design Pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'Ka•Ka'Vr2•(GCrGCO) Allowable Stress Design, ASCE 7-10 Section 24.1, toad combination 7 ref. ASCE 7-10 section 2.4.1. bad combination 7) Equation S, 0.60 * 0.6W 0 . dead load W . wind load Stress Design Pressure, apply the bed factor tof W (wind) ftm Equation 4 to P (design pressure) determined from equation 4TodeterminetheAllowable Equation 6, Pr a 0.61p] Equation 7, Pr' 0.6•(0.00256•K.'K'Kd'V."'(GCo-GCA Equation 7 is used to Populate Table 3, 4, and S. TO determine the allowable tdtimate basic wind speed for Hardie Siding a1 Table 6, save Equation 7 for V., Equation 8, V. ` (p si.610.00256K.% Ke'(GCrGCa))" to methods specified in Exceptions 1 through 3 of (20151BC, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design `and speed (Veld) for Hardie Siding in TableApplicable 8, apply the conversion tormuis below. wet 2015 IBC 6 2017 FBC Section 1609.3.1) Equation 9, V..' - V. (0-016 mph) V Nominal design wind speed (3-second gust ref. 20151BC 6 2017 FBC SeCior` - OGAwA d Constants usod in Determining V and P. 4414III Table 2, Coefficients an hs60 h>60 Was Zone 5 K„ Kd G G 1 0.95 -1. 420 Height (ft) 015 B FJV C 0.85 Eta 0 1.03FO.7 0.9 1.08 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 25 0.04 1.12 1 . 0.95 AA 0.18 1 0.85 1.4 0.18 1 0.95 -1.4 0.18 1 0.95 -1.4 0.18 30 0.98 1.18 35 0.73 1.01 1. 99 40 0.76 1.04 1.22 45 0.785 1.065 1.245 1 0.85 1.4 0.18 50 0.81 1.09 1.27 1 0.85 1.4 0.18 55 0.83 1.11 1.29 1 0.85 -1 A 0.18 1 0.85 -1.8 0.18 100 0,85 0.99 1.13 126 1.31 1.43 0, *-- 'PLO RoP c tcsU i O N k l /// RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0"3 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4525 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1488442-7343 irdo®jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (CAC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, 3-second ust 100 105 110 115 120 1 130 140 150 160 170 180 190 200 210Wind Height (111 B B B 8 B B B B B 8 B B 1 B 1 B 0.15 14.4 16.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 717.5 18.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.0 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 W.2 66.4 40 75.7 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 162 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 1 -52.5 W.5 64.8 50 16.7 18.4 20.2 22.1 24.1 28.2 1 -32.7 37.6 42.8 48.3 51.1 W.3 66.8 773.7 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75.6 60 1 1. 100 725.6 282 31.0 33.8 36.9 43.3 50.2 57.6 65.5 74.0 42.9 1 -92.4 1024 1129 Table 4, Allowable Stress Design - Component and Cladding (CAC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Ward Speed 3-secondgust) 100 105 110 115 120 1 130 140 160 160 170 180 190K-77.6 210 Height 0 C C C C C C C C C C C C C 0.15 17.5 19.3 212 23.2 25.2 29.6 34.4 39.5 4.9 50.7 56.6 Z 77.3 20 18.E 20.5 22.5 24.6 26.7 31A 36.4 a1.8 47.5 53.7 60.2 i7.0 1.9 25 19A 21.4 23.5 25.6 27.9 32.8 39.0 43.6 49.6 56.0 62.8 70.0 85.5 30 202 22.3 24.5 26.7 29.1 34.2 39.6 45.5 51.8 58.4 6S.5 73.0 9.2 35 20.8 23.0 252 27.6 W.0 352 40.8 46.9 53.3 60.2 67.5 75.2 91.9 40 21.5 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 94.6 45 22.0 24.2 26.6 29.1 31. W- 37.1 43.1 49.4 56.2 63.5 712 79.3 87.9 96.9 50 22.5 24.11 272 29.7 32.1.1 50.E 57.6 65.0 72.9 81.2-89.9 99.25522.9 252 27.7 30.3 33-449 51.5 58.6 66.2 4.2 82.7 91.6 101.0 so 4 11-117.61-130.31-143.610032.6 35.9 39.4 43.1 46.-63.8 1 -73.3 1 -93.4 94.1 105.5 Table 6, Allowable Stress Design - Component and Cladding (CAC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, Wind S 3-secard 100 105 110 1 115 120 1 130 1 140 150 1 160 170 180 190 1 200 1 210 Heigh 8 0 D 0 D 0 D D 0 0 0 D D 0 D 0-15 212 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 722 80.4 89.1 1 .98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.2 53.8 61.3 69.2 77.5 NA 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 552 62.8 70.9 79.5 88.6 98.2 108.3 40 25.2 27.7 30.5 33.3 36.2 42.5 Z9.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 65.7 742 83.2 927 T02.7 113.3 50 26.2 28.9 31.7 34.6 37.7 44.3 51.3 58.2 67.1 75.7 84.9 94.6 t04.8 115.5 55 26.6 29.3 322 352 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106.4 117.4 60 9 1 1 100 37.0 0.8 44.7 8.8 253. 62.5 72.5 832 94.E 106.8 119.8 133.4 147.9 163.0 Tables 3, 4, and 5 we based an ASCE 7-10 and consistent with the 2015 IBC, 20151RC and the 2017 Florida Building Code RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET "43 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAES I BUILDING PRODUCTS. INC. M73 13GAw4 infoftameshardie.corn it lz'V V Table 6, Allowable Wind Speed (mph) for HardiePanal Siding (Analytical Method /n ASCE 7-10 Chapter 30 C&C Part 1 and Pan 3)' % 2 •: 201518C, 2017 FBC 20151BC, 2017 FBC Allowable, Ultimate Design Wind, Speed, Allmiable. Nominal Design Wind, Speed. E of SVasVSaF't A A `, 3- second gust mph) 3-second gust mph) FL Applicable to meerods i••."••• A•'••••' a "p6e Applicable to mothode specified in Exceptions 4 t'' 1809. 1.1.adetarminedby dt tF (2015SQ Atei/// Fosis lW9.3(1), (2). or ia8C, 1909. 1.1. InCoeftidents used In Table 6 calculations for V. Ward emnsure catea Wind emosure eatebory Sdirte K. Product Product Thickness inches) Width Inch-) fastener Type fastener Spacing frame Type Spacing inches) Building Heigte' fed) 8 C D B C 0 AStud loMrableOestyt Land PSF) Exp a Exp C Expo K. HardiePaneM S116 48 d 6 2X4 wood Heat. Fir 16 0. 15 186 168 1S3 144 130 118 1 -40.7 0.7 0.85 1 1.03 h680 1 0.95 1.4 G.1e 20 les 164 149 144 127 116 49.7 0.7 0.9k1. 29 1 0.e5 1.4 0.16 25 186 160 147 144 124 114 48.7 0.7 0.94 1 0.85 1.4 0.16 30 186 167 144 144 121 112 42.7 0.7 0.90 1 0.85 1.4 0.1e 35 182 154 142 141 120 110 49.7 0.73 1.01 1 OAS 1.4 0.18 40 178 152 141 138 11a 109 49.7 0.70 a 1 0.e5 1.4 0.te 4S 17S 150 139 136 117 108 49.7 0.795 1.065 t 0.95 1.4 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 1 0.85 1.4 0.16 SS 170 147 137 132 114 106 49.7 0.83 1.11 1 0.95 1.4 0.t8 60 168 146 136 130 113 105 49.7 0.85 1.13 1.31 1 0.85 1.4 0.19 100 139 124 116 108 96 90 49.7 a." 128 1.43 hi60 I 1 0.as 1.8 0.18 HardiePanaM Silo 48 Ed 00fetfnan 4 2X4 wood Hem - fir 16 1- 15 233 212 192 lei 164 149 78.7 0.7 0.85 1.03 hd80 1 0.95 1.4 0.18 20 233 206 188 181 152 146 78.7 0.7 0.9 1.08 1 0.85 1.4 0.18 25 233 201 IRS lei 156 143 7a.7 0.7 M94 1.12 1 0.65 1.4 0.1e 30 233 197 lei 181 153 140 78.7 0.7 0.08 1.16 1 OAS 1.4 0.16 35 229 194 179 177 151 139 78.7 0.73 1.01 1.19 1 0.95 1.4 0.16 40 224 192 177 174 148 137 78.7 0.76 1.04 1.22 1 0.85 1.4 0.1e 45 220 189 175 171 147 136 79.7 0.7es 1.055 1245 1 0.85 1.4 0.1a 50 217 187 173 168 145 134 78.7 0.81 1.09 1.27 1 0.85 4 0.18 55 211 18S 172 166 141 133 78.7 0.93 1.11 1.29 7 0.e5 1.4 0.18 s0 212 184 1 171 1 164 142 132 78.7 0.85 1.13 1.31 1 0.95 1.4 0.18 100 175 155 1 145 136 120 113 78.7 0.90 125 1.43 tn60 1 0.85 1.0 0.18 HardiePaneS Silo 48 Ed common 6 2X4 wood Henn - fir 24 0. 15 147 134 121 114 103 94 31.3 0.7 0.65 1.03 11080 1 0.85 1.4 0.18 20 147 130 Ila 1,4 101 92 31.3 0.7 0.9 1.08 1 0.85 1.4 0.18 2S 147 127 Ila 114 98 90 31.3 0.7 0.94 1.12 1 OAS 1.4 0.16 30 147 124 114 114 96 119 31.3 0.7 0.98 1.16 1 0.85 1.4 0.16 35 144 123 113 112 95 87 31.3 0.73 1.01 1.19 1 0.e5 1.4 me 40 141 121 112 109 94 86 31.3 0.76 1.04 1.22 1 0.96 1.4 0.18 45 139 119 110 108 92 86 31.3 0.785 1.065 1.245 1 oAs 1.4 0.16 50 1 137 Ila 106 9t 31.3 0.81 1.09 127 1 0.es 1.4 0.1e 55 135 117 105 91 31.3 0.83 1.11 120 1 Gas 4 0.18 60 134 116 103 90 31.3 0.65 1.13 1.31 1 0.e5 1.4 0.18 100 111 86 31.3 0.99 128 1.43 ho80 1 0.e5 1 -1.9 0.to HerdiePanelaD 5/16 48 Ed common 4 2X4 wood HerwFir 24 0. 15 182 165 ISO 141 128 116 47.7 0.7 0.85 1.03 hr80 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 1.08 1 0.85 1 -1.4 1 o.1e 25 182 157 144 141 121 111 47.7 0.7 0.84 1.12 t GAS 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 0.85 1.4 0.1a 35 178 151 139 138 117 108 47.7 0.73 1A1 1.18 1 OAS 1.4 0.18 40 174 142 138 135 116 107 47.7 0.76 1.04 1.22 1 0.85 1.4 0.t8 45 172 147 136 133 114 106 47.7 0.765 1.065 1245 1 GAS 1.4 016 50 169 146 135 131 113 10S 47.7 Fal 1.09 1.77 1 0.8s..1.4 0.1111 55 167 144 434 122 112 104 47.7 0.83 1.11 129 1 0.85 IA 0.16 60 16S 143 133 128 111 103 47.7 0.95 1.13 1.31 1 0.95 1.4 GAS 100 137 121 114 106 94 88 47.7 0.99 126 1.43 tn80 t I 0.a5 I •7.e ti.ta HerdiePenelA 5/16 48 4d. 0.091 in. shank X 0. 225 in. HD X 1.5 i s long ring 5118rdt nail 4 edge 8 field 2X4 wood SGtO 36 16 0- 15 144 131 119 112 101 92 30.0 0.7 0.65 1.03 hS30 1 0.85 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 0.9 1.08 1 ttaS 1.4 0.18 25 1" 124 114 112 96 88 30.0 0.7 0.84 1.,2 t 0.85 1.4 018 30 144 122 112 112 94 67 30.0 0.7 0.98 1.16 1 0.85 1.4 0.18 35 141 120 111 109 93 86 30.0 0.73 1.01 mg 1 0.85 1.4 0.18 40 138 118 107 92 30.0 0.76 1.04 122 1 0.85 1.4 0.16 45 136 117 105 91 30.0 0.7e5 1,085 1245 1 0.95 t.4 0.16 5g 134 116 104 89 30.0 0.61 1.09 1.27 1 0.as 7.4 0.16 55 132 114 103 89 30.0 0.83 1.11 129 1 0.85 7.4 O.tB 60 131 113 101 a8 30.0 mes t.t3 1.31 1 0.85 1.4 0.1e 100 30.0 0.99 12a 1.43 tu60 1 0.85 1.8 0.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET t1443 HUNTINGTON BEACH, CA 02649 714-202-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jamesherdie.00m 201518C, 2017 FBC 201518C, 20f7 F8C AllawaMe, Ultimate At;52E, Nominal Design Wind, Speed, Design Wind. Speed. V is Vrsl. 3-seco gust mph) 3-second gust mph) Applicable to me8ads specilled in [201518C, 2017 FBCI Section 11811111.1.1. as date nii by Figures 190a.3(1), (2). or 3). Applicable spa in Ex 1 through 3 of 1201519C, 2017 F9C) Section 1609.1.1. Coefficients used in TWO 6 aaleuledorts for V. W _aVoswe categon Wmd exposure catecitery Siding V. Product Product TFacknesa Width cinches) rfasteneLOW Type Fast enu Spedng frame T1Te SSpacing imches) HNC feel) 8 C 0 B C 0 Alk wable Design PSF) Exp B Evp C Exp 0 Ye K. Gc. GC„ 0.15 198 180 163 163 139 126 see 0.7 1 0.85 1.03 hNS0 1 0.e5 1.4 0.18 HaMieParnel® 1/4 48 Min No8X 1 in. long X 0.. lo m head dlametu rmDed bugle head screw, 6 Min, No. 20 ga. 33 m X 3.625 in X 1.375 in metal stud 16 20 198 175 159 1S3 135 123 Soa 0.7 0.0 MIS 1 1 0.as 1.4 We 25 lea 171 1S7 1S3 132 121 68.6 0.7 0.04 1.12 1 0.85 1.4 0-18 30 198 t67 154 153 130 118 W.6 0.7 0.96 L18 1 O.es 1.4 0.18 36 194 165 152 150 128 118 Slime 0.73 1.01 1.19 1 0.96 1.4 40 190 162 160 147 126 116 Se.6 0.79 1.04 1.22 1 0.85 4 fl45167161148145124115S8.6 0.795 1.085 t24S t 0.95 1.4 50 184 159 147 143 123 114 58.8 0.61 1.08 1.27 1 0.85 1.4 55 182 157 146 141 122 113 48.6 0.83 1.11 1.29 1 0.85 1.4 0.19 60 180 156 145 1 139 121 112 1 SSA 0.85 1.13 1 1.31 t 0.65 1.4 0.19 100 1 149 132 124 1 115 102 96 1 50.9 0.99 12B 1.43 h+60 1 025 1.8 0.19 0-16 146 132 120 113 102 93 30.8 0.7 0.65 1.03 hAO 1 0.115 1.4 0.18 HardiePaneM 114 48 Min. No 8 X 1 In. long X 0.323 fi head diameter ribbed bugle head 1 anew, 6 No. 20 ga. 33 mg) X 3.625 in. X 1.375 In metal Stud 24 110.851 1.4 0.1820146128117113999130.a 0.7 0.9 1.00 25 146 126 115 t 13 97 89 30.6 OJ 0.94 1.12 1 O.eS tA 0.19 30 146 123 113 113 95 88 30A 0.7 0.28 1.18 t 0.85 1.4 0.18 35 143 121 112 110 94 86 30.6 0.73 1.01 1.19 1 0.85 AA 0.16 40 140 119 110 108 93 85 30.6 0.78 1.01 1.22 1 ae5 1.4 0.18 45 137 lie 106 91 30.6 0.785 1.095 1245 1 0.a5 1.4 0.18 50 135 117 005 90 30.6 0.81 1.09 1.27 1 0.85 1.4 0.18 55 134 116 104 90 30.6 o.e3 1.11 1.29 1 0.85 1.4 0.18 60 132 115 102 89 30.8 ales lA3 1.31 1 0.85 1.4 0.18 too 30.6 0.92 128 1.43 h*e0 1 0.86 1.0 0.18 HardiePanel® 5116 48 ET6F 0.100 m. knurled shank X 1.5 61. kmg X 0.25 in. head diameter Pin fastener 4 edge 8 geld No. 20 ga. 33 mll) X 3.625 in. X 1.375 In metal sad 16 0-15 log t80 163 153 139 127 56.7 0.7 0.85 1.03 to= 1 1 O.eS 0.85 AA 1.4 0.18 0.16 20 198 175 160 153 135 124 5a.7 0.7 0.9 1.08 25 198 171 157 153 132. 121 56.7 0.7 0.24 1.12 1 0.85 1.4 0.18 30 t98 167 154 153 130 119 5al7 0.7 0.96 1.16 1 Ors 1.4 0.16 35 194 166 152 ISO- 128 118 58.7 0.73 1.01 1.19 t 0.8S 1.4 0.18 40 190 183 150 147 126 116 58.7 0.78 L04 122 t ales 1.4 0.1e 45 187 161 149 145 t 24 115 58.7 0.7as 1.055 1245 50 184 159 147 143 123 114 59.7 0.81 1.09 1.27 1 OAS 1.4 0 18 55 182 157 146 141 122 113 50.7 0.83 1.11 129 1 0.85 1.4 0.18 60 lea 156 145 139 21 112 56.7 0.9.5 1.13 1.31 1 OAS 1.4 0.18 100 149 132 124 116 102 96 Sa.7 0.90 125 1.43 h>'60 1 0.85 AA ate HardiePanel® S116 48 ET&F 0.100let. knurled shank X 1.5 M. kmg X 0.25 in. head diameter f fastened 4 edge 8 field Li No. 20 ga. mill X 3.625 kn X 1.375 in metal 24 bey 153 139 126 118 107 98 33.7 0.7 0.85 1.03 hs80 1 1 0.85 0.85 1.4 1A 0.18 0.18 20 153 135 123 118 104 95 33.7 0.7 0.9 1.08 25 153 132 121 118 102 94 317 0.7 0.84 1.12 0.85 1.4 0.18 30 163 129 119 118 100 92 33.7 0.7 0.98 1.1e t 0.85 AA 0.18 ISO 127 117 116 99 91 33.7 9.ri 1.01 1.19 o.iB 40 147 125 118 174 97 90 33.7 0.76 1.04 122 0.18 45 144 124 115 112 98 89 33.7 O.M 1.065 1.245 0,85 0.18 50 142 122 113 110 95 88 11.7 0.81 1.09 1.27 0.18 55 140 121 113 109 94 67 33.7 0.83 1.11 129 0.18 60 139 120 t 12 107 93. 87 33.7 O.e.S 1.19 1.31 0.18 100 11s 89 33.7 a99 126 0.85 1.9 0.18 t. Screws Snag penetrate me mein lrammg at taaat - iau a -" Knurled shank pins shag penetrate the metal framing at least 114 inch. 3. Building height a mean roof height (n feet) of a IxaMmg. except that eave height shall be used for roof angle A less Onan or equal to 10' (2-12 roof 4. V,. a udtincale design wind speed S. Vet - n omlrud design wind speed 6. Linear Interpolation of balding height is 60 fl) and wind speed is permitted. 7. Wind speed design assumptions per Anatocal Method In ASCE 7-10 Chapter 30 C&C.Pan 1 and Pan 3: K.a1, Kf0.85, GC,-1.4 (hs60). GC.-' LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when Installed a species of wood studs ether than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per MiamFOade County Florida, NOA 17.0406.06 vlaA Wq s4 .n r_ RI P-A . hc,W) k cc t/ Q Y 1, / i Florida Building Code Online Page 1 of 2 rr I it t r'LG!* SOS Home ( Log In ( User Registration Hot Tapia ( Subrttlt Surcharge Stats & Facts ; Publications ( FBC Starr aas Site Map ( Links ( Search a Product Approval USER: Public Userdbpr Product Aooreval Menu > ProEUR or Aohliutlon Search > Aoolkatlon List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 113 Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 west Knox Street Tampa, FL 33634 813) 249-9743 grahmanoaluminumcoiisinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 west Knox Street Tampa, FL 33634 813) 249-9742 PFrostealuminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel walls Subcategory Soffits + Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden L Validation Checklist - Hardcopy Received Certificate of Independence F7 t 2 t 94 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I Method i Option D 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL iF Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 It ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Created by Independent Third Party: Yes Contact US :: 2601 Blair Stone Road, Tallahattlo FL 323" Phene: 9SO.497-1824 The State of Florida Is an AA/EEO employer, Privacy Statement :: Acceeslbillty Statement ;; Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact BSO.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address It they nave one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply s Personal address. please provide the Department with an ema8 address which an be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: 0 GEE@ Gisdi Card. _ Safe a https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street ' Tampa, FL 33634 813)249-9743 www.aluminumeoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea& Reoort No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-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 report, 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 of 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. ALC15001.3 FL12194-R6 Page 1 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. ECREEKTECHNICALSERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 17FULL VENT ALC15001. 3 FL12194-R6 Page 2 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. 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1 tl rt i R. No 74021 STATE OF 0: •: ON A S`. 1111111110 CERTIFICATION OF INDEPENDENCE 2017.09.01 W % 10-:06:18 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 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 involved in the approval process of the product. APPENDICES 1) APPENDIX 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) ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ADDDAVFrI CVCTFMC ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION 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 maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM 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" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Loction 1 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 611320-3. 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. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel ' 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Apl endix A Approved Systems for 12-inch overhang with F-Channel ' Wall Connection Eave Connection System Panel MDP No. Width psfi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 340.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-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 long T nail Wood crown staple spaced B inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001.3 FL12194-R6 • Page 2 of 8 This evaluation report is provided for Slate 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/44nch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood inch1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 164nch pattern spaced 24- screw spaced 16-inch D.C. spaced 8-inch D.C. head dia. trip nail spaced 48- 64.2 Inch D.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 psi) 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-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch D.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- pattem 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood Inch leg staples in diamond Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 363.3 spaced 16-inch D.C. panel lap inch head spaced 12-inch D.C. Max. One (1) 3/8-inchhead dia: nail, min. One (1) min 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 1.254nch embedment spaced 24- Wood crown staple spaced 164nch head dia. trim nail 26.6 inch D.C. •• D.C. 3/16-inch spaced 36-inch D.C. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-Inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16FA 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch D.C. spaced 48-inch D.C. ALC15001.3 FL12194-R6 Page 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, 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A 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) min. 1.75-inch x 0.072-inch diameter 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 14nch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- 143.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x•1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL72194-116 Page 4 of 8 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appbndix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System 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 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. Inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.754nch inch O.C. 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail 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 Max. inch x 11 ga. anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter BO/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail 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 No.2 SYP 12-inch o.c. securing One (1) 16 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail ratter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 84nch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. MCTECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel . Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75-inch x Max inch crown x 1-inch railer with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x ring Inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.0724nch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 9.072-inch diameter 24F- 5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail wilh min. 801-60 16- inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.754nch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 164nch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Apodndix A Approved Systems for 24-inch overhang with F-Channel Wall Connection. Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Charinel 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 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 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 with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 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. ALC15001.3 FL12194-R6 Page 7 of 8 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. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga1-inch . '/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 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 with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batterdrafter 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- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. chinchcrownx1.'inh- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten 5- Iwonch x 77dmin. lap Wood 8- Inch o.c. and finishing nail with min. 3/ 16Inch head spaced 353. 3 inch x 7d ring pattern spaced 16- ring shank anknails toe- hOne (1) min. 1.75- securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24- inch o.c. of the batten at diameter finishing each ballen/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail. 12F-1 8 12F-3 Min. 3/6.' head dia. nail with min. lit' 6n9egement•(for'liooa 'sulietratel .qr min. 0..097• die. T-noiL'or stub nal.1 with min. S/0' engagementifor concrete oY block 6ubstcetel,,, abated as -noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL ilood, Concrete or Block Nall STAPLE -SOFFIT TO FASCIA BOARD #T50 LI-L X - ff 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 %4". PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall nolify 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I % i 3/r °' `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN It ! . j D ILL7CROWNSTAPLES USING A DIAMOND t PUSAsrw+r.Es i PATTERN FACIA BOARD i i FASCIA CAP 12F-2 3/4• X 1/4" CROWN FACIA BOARD 1-3/4" TRIM NAIL a• STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CAPCHANNELCANBEPAINTEDS.S. 48• ALLED WITH THE OCFASCIArDOWNNCFLANGEUPOR3/4• X 1/4• CROWN STAPLE SOFFlT=max. 12=inch spanOD50FFlT BSTRATE SOFFIT & FASCIA 11 RETAIL ALC15001.3 FL12194-116 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 allributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4' X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN crewedNt ELoffit 1=3/4' TRIM NNLJ with oneill 98-x PAINTED S.S. 48' 1/21 x 3/8•'head O.C. diameter ucr9w, 16• d.c. SOFFIT -max.. 12-inch span_ WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits AplYendix B 3 ' TW ' SOFFIT STAPLE DIAMOND PATTERN I I . EDTAIL FACIA BOARD % • strvETHi s wREs i 01 ASCIA CAP 3/4' X 1/4- CROWN STAPLE 'e' ON CENTER. 1-3/4- NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4.- X 1/4- CROWN STAPLE SOFFIT. & FASCIA D ETAI L ALC15001.3 FL12194-RB Page 3 of 12 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 111' 11191 NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIt_ I -xi- CROWB STAPLE OPEN RAFTER FASCIA BOARD N 64 LB' INdI 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 6 FASCIA DETAIL F' CHANNEL sOFnh HAX. 16' SPAN MASONRY SUBSIRATE ALC15001.3 FL12194-R6 Page 4 of 12 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. NOW CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail M'in. 3/0" head dig, nail, with min.. I.W engagement('Por wood. subsr,rate) br min. 0:.091" dia, T-naiI'or .stub nail with m1n.•5/Q" engag0ment(for concrete or.' Block substrate) ; spac6d 'Aia 'noted ACOVe.• ASCIA SLIP 'BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II '—"F" 'CHANNEL. Wood,. Conc^'^ or 819,ck..W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 1/8" X 3/8" STAPLE 16" O.C. PAINTED S.S: 1 .3/4" TRIM NAIL MIN..5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail an• K7va SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4- X 1/4' I s QUAIL 4-3ie• CROWN STAPLES j USING A DIAMOND KIM"I sterns .i PATTERN FACIA BOARD % FASCIA CAP 16F-4 13/4' X 1/4" CROWN FACIA BOARD p- 1-3/4' TRIM NAILr7'F* STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED. S.S. CHANNEL CAN BE pAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHE; D.C., NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFTT_ max-. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL. ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2D-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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T TRIM NAIL FASCIA BOARD PAINTED Y.S. FASCIA'CAP SOFFIT 1'q* CROWN STAPLE OPEN RAFTER FASCIA BOARD ROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16F-2 8 PATTERN: REFER TO DETAIL SOFF17 STAPLE 16F-6 DIAMOND PATTERN / DETAIL CAP: REFER 70 SOFFITTOSOFFIT L FASpA . DETAIL F' [HANNEL I I ' SOFFIT: MAX. 16' 3,8'1 SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. ECREEKTECHNICALSERVICES, LLC System No. Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING• A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3, ; SOFFIT STAPLE DIST ; ; DIAMOND PATTERN I 'DETAILL FACIA BOARD _ are•.errv i svw ts i FASCIA CAP ` 3/4" X 1/4- CROWN FACIA BOARD STAPLE "B- ON CENTER 1-3/4 TRIM NAIL 1-3/4- TRIM NAIL PAINTED S.S.. PAINTED S.S. 48- FASCIA CAP O.C. 3/4- X 1%4- CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 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. E1118MIllilil CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 24F-1 & 24 F-4 1'rt- CROWIt STAPLES USING A DIAMOND PATTERN; REFER 10 SOFFIT STAPLE DIAMDNO PATTERN DETAIL WOOD F-CRANNEL 1 t- TI M1 NAIL PAINTED S.S. Nominat Pet' GYP, Batlen Anchored to Rollers vRb ono Id Ring Shaoh MAN of every Rifler 1-4- CROWN STAPLE BOARD FASCIA CAPS REFER TO SOFFIT FASCIA OETAIL SOFFIT; MAX. IS' 1 t' 1 PAI ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP 1.4- CROWN STAPLE SOFFIT 8 FASCIA DETAIL 3,81 SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 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, inslaliplion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM IlArl FASCIA BDARD PANTED SS. 1-r SMOOTH SHANK.-\ FASCIA CAP ROOF "AILS SOFFIT ret' EROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24 F-2 & 24F-5 rej• CROWN STAPLE FASCIA CAP: REFER 10 SOFFIT i FASCIADETAIL Nominal rat' SYP batten Ani iond to SOFFIT; MAX. 24' F-CHANNEL Roller& WIh one Id Rup SAanA Nail at every Roller WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM IIAIL FASCIA BOARD PARTIED SS. CAP ISOA i- T-IIAILS SOFFITFASCIAV r4* CROWN STAPLE I +' TROT IIA0. FASCIA BOARD PAINIEO S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 Mj CROWN STAPLE FASCIA CAP, R[ffR' 10 SOFFIT i FASCIA DETAR llominal I'd' SYP Ballen An[Aered'lo SOFFIT; MAX. Il' F-CNANNEI Rafters with am 1d Ring Shaali NA a1 every Rolla MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- 1004 NAIL. FASCIA BOARD PAINTED S.S. 1'aj- CROWN ,.—FASCIA [AP STAPLES SOFFIT . USING A DIAMDIID' PATTERN; REFER TO I'rj' CROWN STAPLE SOFFIT STAPLE [ ANALEV[RED DIAMOND PAIIIAN' RAFTER DEIAIL . FASEIA BOARD Ir!' IRM MAIL SOFFIT & FASCIA PAINTED S.S. -DETAIL 24J-1 & I•a1' CROWN STAPLE_ 24.1-2 — FASOA CAP; REFER To SOFFIT A FASCIA DETAIL / 8 \ bnel 1' A 2' S ns .- bottom I... steDDed between ionen ono SOFFIT; MAX, lA' I i/B' 1-(MANNEL secured wllh one (1) 7d Mg Iknail =19bl oiled lh=Dh the roller Into the end Wool) SUBSTRATE of the homn or hwo (2) I'd 1 ring.pens nobs toe•naaed an \ / aNher sloe of IAe bobern of Ins batlavroRer iblettecUon \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 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. EC ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Apoendix C DESIGN WIND LOADS 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 I, II, III, 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-f12 or less. 5. Topographic factors such as escarpments or hills have.been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,d, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. 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 Roo/ Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-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, 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, inslallalion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ntWind;Pressgres=fog ofnts;iri:Ez 6 dire-.B yq 4•. Building TYPe xr95` f Zone. Meari R of Hel ht: ft , 12U 130 1.4 Basic Wi'nd.S eed` 150 160 r. m h _ 1;70 180 u.. 190 r 2 0 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 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 43.9 • 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 1 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 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28A 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 1 30.0 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 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 1 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 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, recommended use, or other product attributes that are not specifically addressed herein. C RE E *' ALUMINUM COILS, INC K Soffits TECHNICAL SERVICES, LLC Appendix C i: . _. ,_ _ - Mean, Zone Roo, TYpe^ Hei fit; ft pes'i n Vllirid,P_ressures fo' t -- Soffits ii -Eit Basic Wmd S eed 150 160 m °litr 1'2U 1$0 190 1 70: 1.80 190' 200 Enclosed 4 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 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9. 36.3 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 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 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 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 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 16- 5 20 13.9 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 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 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Slate 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, installglion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C BuIldingT TyP ;t5 Zone r . FMean RoofOth ;t ft .:. 120 t304 BasiciWiriii'S eed' Y ° 15 ?f m h v 17l) 101 1,P0 200. Enclosed 4 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 40 29.4 34.5 40.0 45.9 52.2 1 -58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 A9.3 56.6 64.4 72.7 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 97.6 108.1 Enclosed 4 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 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 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 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-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 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. ECREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 318" J-Channel 3/4" — 1/8" HEM 1 S/8" .. T -T 3/4' ISOMETRIC VIEW 3/8' PROFILE ISOMEIRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Slate 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/6" r 1/6" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report Is provided for Slate 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. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit eirnv Q12rro 18'' BLANK 3. B. PROFILE zmriur D DDDD DDD DDDDD§ DDDD aR DDDDD DDDD ALUMINUM COILS, INC Soffits Appbndix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Slate 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. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE IMF doa 0 D 0 0 0 000 0000 0000 END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G2D-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. Florida Building Code Online Page 1 of 3 I letit i r ProfessionalRegulation rcl r ra SCIS Home I Log In I User Registration { Hot Topic's { Submit surcharge I Stats & Facts { Publications I FW stair I acts site Map I Links I search I b 1 ra Product Approval USER: Public user Proeutt Aooroval Menu > Proeu[t or Aoelitation Sean`n > Aeollntlon Litt > Application Detail FL # FL7006-R10 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 IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext200 rm etz001 @ta m pa ba y. rr. com Authorized Signature Robert Metz rmetzOOI@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden G6 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 modified to 110 mph 2016 ASTM D3462 2010 ASTM 07158 Class H 2O11 ASTM E108 2011 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM 03462 letter - (9-26- 2017).odfDesignPressure: N/A Other. FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions R10 11 IKO-187-02-01 Letter installationFL7006 - Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: 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 manufactured at IKO's Kankakee, 1L, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R30 C CAC ASTM D 3462 - Shinole letter Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-2017).odf Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 20171 from FM.odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM 03462 letter - (9-26- 20171. odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017 ). odf Quality Assurance Contract Expiration Date 12/31/2020. Installation Instructions FL7006 R10 II Hip and Ridge Cap Shin le Installation Instructions.odf FL7006 R10 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved foruse•in-HVH2: Yes FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfDesignPressure: N/A Other: FL7006 R10 C GAG Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 IKO-187-02-01 Letter - Installation instructions for FBC FL7006.odf FL7006 R10 11 Roofino-Products-Leading-Edoe-Plus- Aoolication-EN (1). odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHX: Yes FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Design Pressure: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odf Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 6SO34 Created by independent Third Party: No Evaluation Reports Created by Independent Third Party: Contact us :: 26AI Blair Stone Road. Tallahassee FL 222" Phone: 950-497-1824 The State of Florida It an AA/EEO employer. Copyright 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850.487.095. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick ItUL. Product Approval Accepts: M ® [P-01 0 Crbeh Card Safe. https://www. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 rA-Yjr CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM 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. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. i Signed: C Signed: Brad orZybOVIS111 Duc T. u en Managing Director Florida RegtS ere Professional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Cawbudion Materials TedMogies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 8*421.SM Fax: 813.621.5840 e4u1: mateAdUesdng@pdanLaom WebSfte: httpJlwvnw.prkmLc un IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) 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 to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping 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 greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the 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 to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt 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 5-5/8°. STEEP SLOPES Mir t-t/r SEALING STrdP — 17 I &IIW NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Consnum Materials Tedv dogies, LLC. 6412 Badger Onve Tampa, FL 33610 Tel: 813-621-SM Fax: 813621.5840 e-road: maMfWSteSdnp@prianL=n WebSite: httpJkAw.pdcmL=n IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC BiltmOre AR) 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 to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping 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 greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the 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 to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt 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°. 6 3Wt FfiI 7- NAAS ' f 7 37B' NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sic nails as shown. liF/111 ]tfifaY M iFttarrll r r r CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PRI Commxgon Materials Techralogies. LLC. 6412 Badger Drive Tampa. FL 33610 Tel: 813.0-SM fax: 813-0-5840 email: ma*AalsteSWV@viomLcom WebSite: httpJk ww.prianLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) 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. Cut hip and ridge shingles into thirds, using.the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). 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 roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) 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 BEAPPLIED 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 TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. PRI Consmion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.821.5M Fa:c: 813-621.5640 a -mail: materialstesting&bMcom WebSite: hVAAW.P6=Loun IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) 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. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO 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 deck, granule side up, with the factory installed sealant adjacent to the 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 by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower comer 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 4 nails per shingle placed 3" to 4" (75 mm to 100 mm). from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. 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 sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 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 IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PR CoaSaudion Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-SM Fax: 813-M-5840 a -mail: materialstesting@priantcom WebSite: htt;dA~prianLcom Florida Building Code Online Page 1 of 2 y Business • Professional rr BCIS Home I Log In I User Registration I Mot Topics I submit Surcharge I sub B facts ; Publiations ( FBC Start I Bus Site Map I links I Search I rlolida Product Approval USER: Public User f' Product Aooroval Menu > Preeua or Aooltatlen Seanth > Aooliutan List > Application Detail I FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By ]ohn W. Knezevich, PE E/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code a • r r . - r t-t •,i Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # I Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: No FL15216 R3 Il 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-S9166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odf Created by Independent Third Party: Yes Beck Neat Contact us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: R50-4974624 The State of Florida Is an AMEEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida lew, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS. F.S., please click here . Product Approval Accepts- M Credit Gard -- Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgv3y V VKJZ 1 Q... 2/6/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SS1)S74-2939 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authori2ation #9503 353 CHRISTIAN STREET, UNIT #113 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R3 FL1S216-R3 Date of Issuance: 02/17/2012 Revision 3:10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6 h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florido DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. V I RINITYIERD ROOFING COMPONENT EVALUATION: 1.. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 61" Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 201S 3. REFERENCES: Ka2W Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1S09) Physical Properties 10OS3939SCOQ-002 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TSTS878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire 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 of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: daYa ,e v+e sasx• TAe ;lam ROOF COVER`ORITIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 a1;es No Noyes,-. No'= Yes 7r.'?' 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R3 Certificate of Authorizotion #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FLiS216-113 RhinoRoof Underlayments Revision 3:10/10/2017 Page 2 of 3 V TRINITY I ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. NAVA 63 RhinoRoof O: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 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 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, 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. 6.3.2 Sinele Laver: Roof Slone > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -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 be installed atop the underlayment, the underlayment 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 Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slone < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R3 Certificate of Authariiation #9503 6r" EDITION (20171 FBC NON-HVHZ EVALUATION KlS216-113 RhinoRoof Underlayments Revision 3.10/10/2017 Page 3 of 3 RhinoRoof ® U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof' U20 can be anchored with corrosive resistant 3/8" head x 1 " leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof' U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof' U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof' U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap® Roofing Products Divisiont• Q Charleston, SC • Vancouver, BC • Mission, BC • Montreal, QC e,yi. a• Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com Mew c` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 MIA BusinessProfessionalo•-a g r r a BUS Home Lop In I User Registration Mot Topic Submit Surdurge Stats & Fads ; Publications FBC stall BUS She Mao Links Search AOfI y Product Approval USER: Public User lt ar Product Approval Menu > ProduR or Aooliratlon Search > Application List > Application oetall FL # FL16994-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer Southeastern Metals Mfg. Co. Address/ Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals. com Authorized Signature Jeremy Kelsey jhkelsey@semetals. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories 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 Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden C Validation Checklist - Hardcopy Received Certificate of Independence FI 16994 RS COI SEM14001.5a 2017 FBC Eval Report Off-Ridoe Vent final. odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1503. 5 1709. 2 Product Approval Method Method 2 Option B https:// www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDgvBwYu9TrZN... 2/6/2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/26/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 RS 11 SEM14001.Sa 2017 FBC Eval Report Off - Ridoe Vent final.odf Verified By: Zachary R. Priest 74021 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 R5 AE SEM14001.Sa 2017 FBC Eval Report Off- Ridoe Vent final.odf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-R, 6-ft, and 8-R off ridge vents for use with clay or concrete tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 11 SEM14001.Sb 2017 FBC Eval ReportThe Roof Vent final.odf ApprovedforuseoutsideHVHZ* Yes Impact Resistant, N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.Sb 2017 FBC Eval Report Tile Roof Vent final.odf Created by Independent Third Party: Yes Fade Nett Contact Us :: 2601 Whir Stone Road. Tallahassee FL 32399 Phone: 8S0-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . , Pro/ iduct Approval Accepts: M " rc Credit, Card Safe https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, 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 http://www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5. 1709.2. Properties: Roof Ventilation REFERENCES iafitt PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) PRODUCT DESCRIPTION Report No. Standard Year SEM-029-02-01 ASTM E 330 2014 SEM-031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 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 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. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC PRODUCT APPLICATION Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA 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 1 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 HWH screws with 0.5- inch sealing washers or min. 12 oa. x 1-1/4-inch ring shank nails with min. 3/8-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 cemenUmasbc. 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 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity 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 Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 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) SEMCO 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 11JIUHi.. t' R i No 74021 • 33. STATE OF : 4U 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 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 involved in -the approval process of the product. ' END OF REPORT 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. MIAMI-D.ADE COUNTY MIAMI•I]IADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Southeastern Metals Manufacturing Company, 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. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has-been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. C,UuCGC.fT NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4-'/2" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agency PRI Asphalt Technologies, Inc. APPROVED APPLICATIONS: Deck Type: Deck Description: System Type A: Cutout: Installation: Net Free Area: Wood Test Identifier Test Name/Report Date TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 5/ 32" or greater plywood or wood plank Mechanical attachment of vent for shingle roofs Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. 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 1-'/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). 99 square inches. NOA No.: 13-0814.08 MIAMNDAD, COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent 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 roofs only. 4. Weather Vent shall not be installed on roof mean heights greater 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 logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: HlAHlj%DE COUNTY DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 MIAMI•DADECOUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 CITY OF SANFORD xtt'' BUILDING 6 FIRE PREVENTION I A ( PERMIT APPLICATION m Appliention No:1y 1 y Documented Construction Value: $ Job Addrm:Q-_Q.h'l t» ( Ilutork District: Ya0No Pared m: ry Rakleutinlfl Commerdal Type of Work: Neu.CJ Additloo Altcntiou Repair Demo 0 Chante of Ueu More Description of Work: L1CC:j -4 _ 1 1. t,.i Plan Review Contact Person: Title: Phone: Fas. Email: Proporty Owner Information Name Phone: Street: Resident of p City, State Zip: Contractor Information Name rXSa.t6f' Phone•a ,aa,n.aJna r t.•..._. OJStreet: ,34 Fax: City. State zip-raalila Al qW, StamLicense No.: fjCjjrvQ'sUt&— ArahltoctlEnglnearinforrnation Name: Phone: Street: Fas• City, St, Zip: F mati: Boddie& Compaoy: Mortgage Leader. Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE O/ COMMENCEMENT MUST 8E RECORDEDANDPOSTEDONTLEJOBSITEBEFORETHEFIRSTINSPacnomIFYOUINTENDTOOBTAINFINANCINGCONSULTWITHYOURLENDERORANATTORNEYBEFORERRCOROINCYOURURNOTICEOFCOMMENCEMENT. Applitodm to tlaehy atada m almin • perndt m M M woh cad imWleNm m ledkead. 1 "rtib m" m cork m tofullmiae hto eemmmlmd primmtheitfuaeaofapermkcadIheteBvahun71MperfumedmtannaMaNsofdlkwtqutodaEemmm+iotl is thisjurlstlictimIuederttandthata "pent. permit man be seared for doettlal were. PlamhtoE, d2M WeM. Po" nomsees, bonero, haters, tools, and elr maditaaen, s& FBC IOU Shell M to"Atoll Was the deb atapprbttoa ad OA toile to ellut m ett"t 4s: Y tlmos (mlq Flume Balmlaa Cade Faun Aa/ d1m Rwtme:ta" ID.IGIJ le add'nice m dr tegYirrar+or of tMa Pvmh, thur mrY x dditiarol to "WoS .Wletble m tbh 0to0Nr dm ay P. m - emd ie me public nsatdf of oin ommry,red a,e,amar le rdditieul9e,taiu arquie,d deauto aawnmwW uthiu last Va. ditai" tmta ales— w frdeN -ac - . Aamptrwa ofpe,mhh_I&Mioo uw I.All trdb lh *—oftlr 0ta0-r of repaimmean of Nand. Lien L--F3)1l. The City of Saemed rll MYr'v of a ow muter Rr u dr tuna of permit wbiplasi. A M" aftba uaaup —Waskwhed ataaded. ie arse, m nkalm a plro nvia'r sod `All M aanrMned um eeiewd eoaitruuien.mlae of a- d h h hark is The aMal 0-Mr-ohns wdua Y W be, ONm bated an lea ewrett ICCB rkadaaoa ..ATaMr d ea rrn ulmn imma YabY4 aoaatdema sekh loud otdinae- sltooto adtmlged chuW dPue4 ashYAube, ap 1Wm Ytv pooch fen wbri mr pe,ndtir kvd. OWNER' S AFFIDAVIT: I Certify that all of the foregoing information is accurate and that all work Will bedoneinCompliancewithallapplicablelawsregulatingconstruction • ding. i wrt. atae+ra+yrtw. rAr' y I ennw 1( nnlo_i S`,1llk n. Aler— ttaal,41— IM fsyhet 0aom t41fQ1 ComractodAgeat is Iy K Ym twe: O. nerfAllem is^ l cranes ly Known to Maw - • Produced ED pmduredM 7 TypegfjDt S t BELOW TS FOR OFFICE USE ONLY Permits Required: Building Eircal Mt anical Plumbing0 G+sO r 1 Construction Occll aeeyU.: Flood7ooe: Typei— aof stories: Total Sq Ft of Bldg: Min. Oeeupeoey.Load: . Fiumbing = W of Risturet New Construction: Electric • M of Amps - No M • of Heeds Fire Alarm Permit:' Yes Piro Sprinkler Permit: Yeso O• No APPROVALS: ZONING:_. UTILITIES: WASTE WATER: ENGINEERRdG: — FIRE: BUILDMG: — COMMFMS: tab arOrYet ti..i. a: tme n mu QNIaNSOIi CONTRACT, LECii IC - AGR.EEM ENT DA7S 6r1 V1017 PROPBRTY 091N8ROR NTc AOBAII: Ip0011m0:• BIBCr IGLCONTRACT REVISED PARK SQUARE HOMES Ems: LEVEI.1- wren CPL BULBS a= GASIE X=RIC ACgIM.. 52M VRMAND RD E1am ORLANDO aW ORLANDO I nam FL aW. SANPORD nAm FL WYNOIGIA PMEIM SERVICE Pup SRE SQ PT A/CSKfEM PBItE MSOEIONA 200A 2392 N}lw NGT 240, am 6,663.00 sTONK140I, 9EA CAANNAL 200A 2402 fOk1l/NGTl4W,®A 6.667.00 S-MMAC UM.SM CORDS 200A 5449 UMW NGT l4M,4UA B•477.00 SIOIIK I4TN,lG QASIONEUM 200A 2798 fokW NGT l40V, da 6,991.00 I-MMAC34M.30A MAOMNA 200A 2091 44W NGf IW.SAA 5.740.00 4•TONKT4W.40A AAAAGATEU 200A 1%6 4.W/NGT24EV.SM 5.455.00. 4.mt#Ar. m.4M MDlOUENE 200A 2T07 HW NGf 14W WA S,70L00 4.ToNKNM.4M MIIAN 200A 1 9 YkWNGTlt4Y. iSA 4,2)9.00 5.10" K l4W.l0A KMM00IE 200A 2S70 TO4W HUt 3V.40A 6,283.00 sTONK14W.IM PENNSAWu 200A 2S70 1WW NGT 110V.4M 6,616.00 sTONK14a,tM CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC:,*, DATE: Z/ 1074 Skipper EaaA • TMn04. it 17 -0Oona:(AI 1I910.1405 AIL'(AI Si910•E548. wwr.EArnonl0 OaMccan _' 39 DESCRIPTION AS FURNISHED: Lot 216, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 183 ' LOT 184 I LOT 215 S00'16'57 "E 60.00' LOT 216 24.80, 24.80' 1 I0.00'. 1 10.00'FZ77 17J FORM90ARD FOUNDAWN TOF- TOP OF FORM FORM AVERACE- 27.41' 10.00' 10.00' 7 1 JO.OJ' 25.20' 25.20' 10' M ESUT S00.1 B 57 E 60.00' LOT 182 11 , LOT 217 M V 112.56' P.C. ar---- SETBACKS AS FURNISHED 6 FRONT - 25'(•) M10 M1 REAR : 20' SIDE 5' (40' LOT) 75: on NIGHT HERON DRIVE SIDE STREET - 25• (60' e: 75' LOT) 15' (40' LOT) PRIVATE ROAD (50' R/W) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) M SUCCESSION AT 25' TOTAL LOT AREA 8 900 t SQUARE FEET PROPOSED - FISHED SPOT GRADE ELEVATIONS FIATWORK ON/OFF LOT - TOTAL t SQUARE FEEL FLATWORK PER DRAINAGE PLANS DRIVE 401/ 128- 531t SQUARE FEET FOUNDUION/PAD 2,359 t SQUARE FEET li%— - PROPOSED ORAWACE FLOW SQUARE FEETjWALKS28/ 300e 328 t SQUARE FEET REAR PATIO 108 t SQUARE FEET LOT GRADING TYPE A ctPF SOO 1899/ 292 - 4.19ft SQUARE FEET PORCHFRONTDECKN/A f SQUARE FEETPROPOSEDF.F. PER PLANS 27.4' •110R: FROM SIDEWALK AND STREET LCCAnON TAV& TROY PIANS PANMDm ar CLIENT • Nor nao LERIINm CRUSE/NNEIYEIR-SCOTT & ASSOC., INC. - LAND SURVEYORS LAfAM - Lea" - w.r raL . 1®If a Lac 5400 E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1438 f . ImA TV . roru Awn M . m so Pat . Pam W Cava G1vAna[ 1. Mr wean 1® on NDM OONIr 9W no Awwr watt of Sq ow" Or MCM a.r MAM or ME R&WA SM M OI C. - m KM OtA"a • RMU 0/ tOaDAO ofvArLWCM • 0 ao9 4% AA• . nmr t ft= ML 911111IM AIM LL1/rC0 M DUPWM AM ROM ROAN SrAL "a S 000A P ON 91 A SACIb1 gLat7, ROAp1 SIiRrQSTY. . fAt LL /rA AOM aIL - Na••ASAL 1 tAA@ o s>m m aA1Kb41E t 4064h Mo aA,04S A M E S ns nd wP r on4 ARE /ID1 WASAaG . AODZVOf• W. . 111IIfa •mlr 1 nos aa11lr AW MOMI® /117N Ilr1E A/aML11dl r1A•6MO la M[ aAwLIOA. n1DW •Mr W anO1 A6IRCICI!! PO• . rmlt W MO." •. OLLr4ATAA V COMM TINT AFFECT IIAS MIOPOl11. rtac . P 0• rAAOAaaM1 raw-' . PLAa W Woo" NaAaA111 C N0 m/ 1AIOD1CAOlAa APAWAD"" Me a1aT.11m MASS WNWAN air TIN : e OtTait. r aP''Mi.ac L'ac a INS SLWW a MowAm MA nr au wain Or naff COSH M AM awa KW r NU= ~ W . Onor Vl N . Ap,IQ-wr M • Aab•NMt t O.dM04 SkOW OW Ilf NGMiI ar &AWAMM M #d=N SN&W M? W Lt= to J19COM 1 "-OUAHr OILS I., . bk.& i Lk- ANc Wiam A1 7. WAAMry AK SUM ASMAm OLIla1 0 M11f uc SON AS ON AfMMa MA) MI. 01AAL ' Ma n"fm6 IAK EIIDAW awnaM M1100. MO TC Lo1MAL CHIN ar TOM WLSS Ondormw WEM NLL 1M1 QJG . Q= LOAt / ot[ A. OORHGR of AYnoAOA1CM 11• .SM. vNC -Mo ILM G • rWCWriWSCALE1— 1• pp —r ORAW/ BI: P.t. • 1® Ir Or U.M.CT GTE OADLR MA a[u. • trusruMf:ERllnm or _...- T, PLOT PLAN 02-2f-I8 1035-18 A • a1irA REVISED PLOr PLAN 16AAD004) 03-21-IS u = ao e. eMa NORrN FORweawm rouNawTgH/ ELEvs, aroi-1e e.75-1e TIIR BIIRDMG\PROPEIIN' GOES NOT LL a7/11 MC ESTABLI 100 TEAR FLOOD PLANE AS PER %W'CA RA_S. 1 TONE 1. MAP / 12117COM F (00-28-07) 44MU W. R. LS 1 4WI UES Project No: 0110.1700817.0000 Workorder No: 9376494-2MUNIVERSALENGINEERImPcrmue%wQ Consultants In: Geotechnlcal Engineering • Environmental Sciences Report Date: 5f7/2018 Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P. 407.423.0504 • F: 407.423.3106 !(g ll 3 q In -Place Density Test Report Client: 5200 Vineland Road, Suite 2UESkechnician: Christian Acevedo 00Orlando, FL 32811 50ate Tested: 05/07/2018 Project: Wyndham P 1yreserve, House Lot Tera stingtL Area Tested: Lot # 216 - 3801 Niqht Heron Drive Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Prnctnr mnviml Im An/ A mne;h, Test No. 6 7 8 9 10 Location of Test Northwest Comer of Pad (TOF) Northeast Comer of Pad (TOF) Southwest Comer of Pad (TOF) Southeast Corner of Pad (TOF) Center of Pad (TOF) Range 0- 1 ft 0- 1 ft 1- 2 ft 1- 2 ft 2- 3 ft Maximum Density pd) 106. 8 106. 8 106. 8 106. 8 106. 8 ptimum Moisture I 10. 6 10. 6 10. 6 10. 6 10. 6 Field Dry Density per 105. 2 106. 4 104. 2 101. 2 106. 8 Field Moisture 1% 1 13. 4 11. 4 14. 0 14. 9 17. 6 Soil Compaction 99 100 98 95 100 Fill Depth inch) N/ A N/ A N/ A N/ A N/ A Pass or Fail Pas! Pas: Pas: Pas! Pas! memants: l I urt I op of Fill. Probing Satisfactory. T nnlnAC..A a w+..1..n1 win{nnHnn Ii. / /nn.n.nnPe nl:nn{n Ihn ..hl:w wnd n...e.nh.nn wll .nnnAe nro n..h.n:Nnd w w..nGd..n{:nl n.r.nnd.. nL.u nl:nn{n and n..{hn.:.eHnn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S Job Address: 3 o Il t Q Historic District: Yes No Of Residential W Commercial Parcel ID: Addition Alteration Repair Demo Change of Use Move El Type of Work: New Description of Work: U i0iyt' ' ti.`` S.- 1, Title - Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Phone: Name Resident of property? Street: City, State Zip: Contractor Information L.. 1 Phone: `U 7 - t]' •-! '1 G d Name IY 1 0'ZI U'Kt1 4i'cc a Q s- Fax: Street: City, State Zip: S rc, i FL 3 y 71i State License No.: S Architect/Engineer Information Phone: Name: ' Fax: Street: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER. YOUR F COMMENCEMENT MAY RESULT IN YOUR O EM NTS TO YOUR PROPERTY. OA NOTICE OF COMMENCEMENT MUST BE TWICEWICE FOR RECORDED AND POSTEDOH HE JOB LENDER OR AN ATTORNEY BEFORE SITE BEFORE THE FIRST INSPECTION. ECORDING YOUR NOTICE OF FINANCING, CONSULT COMMENCEMENT. do the work as Application is hereby made to obtaina apermit iand that all work will betperformed allations sto mteet standards of all laws regulating ccated. I certif that no work or onstruction commeion ncedcommencedpriortotheissuanceopplumbing, signs, wells, pools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, p g, g furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Permit Application Revised: June 30.201S NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. y of the d contract is The City of Sanford requires payment of a aplannd reviewIIthe considereded to estimated construction vatime of permit submittal. A lue of the job at totime of submittal in order to calculate a plan review charge in ed, in The actual construction value will be figured based on the current ICC Should calculated charges figured off the executed contract exceed the actual consttructionuvalue, accordance with locaect at the time the pe l ordinance. Sho 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 bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Omer/Agent Date Print owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID tidy Sig azure o on todAgent AL Li m cay" XPrint Contractor//Agent'sName of illllll!/ 1L' m FERry bi Signaturk. pfNotary-S ateofFyn`da 9 _ ir OFF IMM Q 7A pos Contractor/Agent is Personally Kn ST Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: June 30.2015 l CITY OF SANFORD BUILDING 8l FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4577.00 Job Address: 3801 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2160 LOT 216 Residential ® Commercial Type of Work: New ® Additlon Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax' 407-629-9307 Email:_ permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: inter Park, F !12792 State License No.: CAC 032444 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 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. 1 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 trust 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 or that date: S1b Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application J r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC 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 be done in compliance with all applicable laws re Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date information is accurate and that all work will htstructipn and zoning. Kevin Stine Print Contractor/Agent's Name Signature 6/8/2018 Date KELLY WEBSTER Notary Publle . State of Florida Commisalon N FF 978034 My Comm. Expires Apr 4.2020 Owner/Agent is Personally Known to Me or Contractor/A et t Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcnuh Application M 9 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. 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 R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https:/Itinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and 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 (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy S ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building OfCcials 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 I Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: 18 - 34 Job Information Builder: ?AN -le S ua / Community: w ncibotch?r cs•eA:Lot: V Cr Address: Tral Unit: City: Sr*•4ord State: r I • zip: 32 773 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verifiediias having an air leakage rate of not exceeding 7 air 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(SO) specified on Form R40S-2017-Energy Cok (Performance) or R406-2017 (ERQ: = J X 60 _ I'S L $ -7 = eve. 7 Method for calculating building volume- CFM(50) Building Volume ACH(50) O Retrieved from architectural plans aPASS (Mechanical Ventilation is not required) (a Code software calculated PASS (with Mechanical Ventilation) O 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code off vial. Testing shall be performed at any time after creation of all penetrations 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, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.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. Testing Company Company Name: 15 LightYears, Inc Phone: (855)438-1515 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 compliance method selected above. Signature of Tester: Date of Test: 9• 1 7 • 1 1 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must 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 Z 9 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all 2 systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES 00) []NO ('003) 0 Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the Z + I q Wf _ . OI Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all To Conditioned systems Square Footage Leakage Type selected on Form On specified on Form R405-2017 R405-2017 (Energy Colc) or R406-2017 (Energy Calc) or R406-2017 PASS F 1r^n-f CZI 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)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (8555) 438-1515 1 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 com liance method selected above. Signature of Tester: Date of Test: ? ' O Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RFANFT Copy of License / Certificate of the tester must be attached) L 0 qw a LL Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 2 Tim Smith, RESNET Quality Assurance Designee 15 l'i0ghtyears RESNET QA Provider # (1998-199) DESCRIPTION AS FURNISHED: Lot 216, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Samantha C. Novak; Park Square Enterprises, LLC (a Delaware Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; PSH Mortgage, LLC ISAOA ATIMA LOT 183 LOT 184' S0041657'E REC. 112I.R. 60. 00' 145LOT 215 24. 80, LOT 216 24.80' 3. 5.0.5' 7 AC PAD 17. 3 c f 0.00' COVb. BRICK 10. 00, 17. 3 P4 ONE STORY RESIDENCE C1 F.F.-27.40' 1 Sal 5. 3' c 10. 00' 15. 3' h n C;+' 1 33. 19.3' f0. G0' 18' 139 BRICK WALK J 30. 53' BRICK j7 25. 20' OR. 25. 20' 2. 4 fi I2.4' Iper, ON 10' UTIL ESMT I ON REC IJW LR 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' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PR ORAI CE PLANS WALK S00°167514 ENDS 60.00' 3 NIGHT HERON DRIVE PRIVATE ROAD (50' R/W) ENA PROPOSED DRAINAGE FLOW A LOT GRADINGTYPEAPROPOSEDF. F. PER PLANS - 27.4' 1 LOT 182 REC. 1/ 2' I.R. NO 1. 0. LOT 217 14 112. 56' P.C. SET 0--------------- I.R. PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 6.900 f SQUIRE FEET FLATWORK ON/ OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 128- 531 t SQU ARE FEET FOUNDA170NIPAD 2,359 t SQUARE FEET WALKS 28/ 300- 328 t SQUARE FEET REAR PATIO 108 t SQUIRE FEET S00 3. 8991292 - 4,191t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK N/A t SQUARE FEET N01E FROW Sp7ENALK AND STREET LOGAMW TAKIN FRW PEANS M WOM BY CL9NT • NOT FIELD MOM CRUSEINME'YE1R— SCOTT c ASSOC., INC. — LAND SURVEYORS LA)SM LCZM - 5400 E COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P P PLATfm0 PAL. • POOR tW Loa To. • TYPICAL No= tp. LA 111M1MPDC DON 11® Fj= • POOR or coma f0 ATW[ AEG • PWNICO?PGOD MVAIVAt t. ne t9DfJamn om 1611E8Y ODH01' DNT no mmy A8i18 we swum OF maw SET FORM or ne nam AOWO w CAL a • FR0i 3MWL ANWI 1Q AND MAPPER! 0/ OiM M at-17 ROMA ADUNdURUM WW ROM AW ID SWIM 4MMY. AAWA STA1V[S LA . V!' I ff1ARA 4 MELp A89EkNOW4LMWAL NL I-RAOUL E NN M WIN SLOW" frS SOMIM AND OAK,OIN. RAISED SEAL. 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