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3908 Loon Ln 17-3058; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D := fit; ] o Application No: Documented Construction Value: $ 00 2%$ 9 30k . JD 1 Job Address: 3908 Loon Lane, Sanford FL 32771 (Lot 93) Historic District: Yes No Parcel -ID: 17-20-31-502-0000-0930 Residential ® Commercial Type of Work: New x Addition'[] Alteration Repair Demo Change of Use MoveEl 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 Thompson Phone: 407-734-1450 Street: PO Box 580937 Fax: City, St, Zip: Orlando, FL 32858 E-mail: dbec@engineer.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised. June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofJOwner/Agent Date Signature of Contractor/Agent Date Vishaal Gupta Print Owne nt's Nam Signs re of Notary -State o Florida Date MICHELLE PARKISON MY COMMISSION # FF 063452 r'dt EXPIRES: October 30, 2017 17 2P` BondoC t Notary PuMk Undnrwdlom Owne gen is Personally Known tole or Produced ID Type of ID Vishaal Print Contras i ary-State of Frorida Date 61i;,'HELLE PARKISON MY COMMISSION # FF 063452 EXPIRE:;: October 30, 2017 Ihmt dwl I No Nolnry Ppblle Underwriters kaent is v Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building lo Electrical Mechanical Eg PlumbingM Gas Roof Construction Type: %I( ) Occupancy Use: RZ ) Flood Zone: i(•,5ELc LL I:Ttgc.k6D Total Sq Ft of Bldg: '2 665 ) Min. Occupancy Load: 11-b # of Stories: 1 New Construction: Electric - # of Amps 200 Fire Sprinkler Permit: Yes No [% # of Heads APPROVALS: ZONING: UTILITIES: Plumbing - # of Fixtures l I Fire Alarm Permit: Yes No N WASTE WATER: ENGINEERING: "TO- 40-ZS-11 FIRE: BUILDING: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan..36. ti'/o i mp. 19o(o I1/lgr'yi e - aB, CrL Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 9-4 3 O z ao BN Documented Construction Value: S 150,000.00 Job Address: 3908 Loon Lane, Sanford FL 32771 (Lot 93) Historic District: Yes No Par-ceLID: 17-20-31-502-0000-0930 Residential® Commercial Type of Work: -New Z 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: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email:mparkison0parksguarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 Phone: 407-529-3000 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Michael Thompson Street. PO Box 580937 City, St, Zip: Orlando, FL 32858 Bonding Company: Address: Phone: 407-734-1450 Fax: E-mail: dbec@engineer.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 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: 5tA 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. U, vtSi- A Signature of Owner/Agent . Date Signature of Contractor/Agent Date Vishaal Gupta Print Ovine a nt's Nam Signa re of Notary -State o Florida Date MICHELLE PARKISON r• ' MY COMMISSION p FF 063452 EXPIRES: October 30.2017 8ondad NoLrry Pubtlo Undorwdlora Owne gen is Personally Known to a or Produced ID Type of ID Print MICHELLE PARKISON A/Y COMMISSION # FF 063452 y ,;yam' rz EXPIRE:;: October30.2017 a;;; •,`, ; ' IkouNA I hru Nulary P bllc Underwrltara Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: 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.: 1b ZG-/ WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application po 4-1877-1 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: 3908 Loon Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0930 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: 0 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) 2 piallCI 1 US O LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A 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 0 The parcel is not in the: 0 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# 17-3058 Reviewed by: Michael Cash, CFM Date: October 25, 2017 i P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Richt-of-Way www. santardn.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 w o,..m.tthelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. CallbetweiNdIS 1 Project Location/Address: 2. Proposed Activity: 0 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of new driveway for new single family residence This application is ubmitted by: Property Owner Signature:/ v4Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 rlando, FL 32811 n / Phone: ( 407) 529-3135 Fax: Email: mparldson@parksquarehomescorn Date: Maintenance ResponsibilitieslIndemnification 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, storrnwater 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 Requestofs 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 hay reapand UP ders d th bove statement and by signing this application II agree to its terms. Signature: Date, ! 0// 6 //2 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering, J2 Site Inspected by: Special Permit Conditions: Official Use Only Fee. Date, Date: Date: Date: Date: November 2015 ROW Use Dnveway.pdr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /l fI6 // 7 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): 0 The specific permit andGapplicati7 for work loc ted at: Expiration Date for This Limited Power of Attorney: License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 12/31/17 The foregoing instrument was acknowledged before me this /Gday of 20tY7_, by Vishaal Gupta who is ¢(personally known to me or o who has produced as identification and who did (did not) take n oath. Sign ture Notary Seal) Print or type name b11CHELlE I'ARKISo Notary Public - State of ;cjo,. MY COMMISSION N FF 063452 EXPIRES:Oclobor30,2017 Commission No. G-CXo3V6 Floftxf IhmNOWYP-MI,Undonvdlon My Commission Expires: i0/30/a0/'! Rev. 08.12) A V CERTIFICATE OF LIABILITY INSURANCE FDATE6/1/( MMIDO/rrrY) 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 endorsements). PRODUCER Brown 6 Brown of Florida, Inc. 2290 Lucien Way Suite 400 Maitland FL 32751 COMECT Julie Rwack PHONE , (407)660-8282 FAX o (107)660-2012 DAIL .jkwack@bborlando.con INSURERS AFFORDING COVERAGE NAIC 0 INSURERAaUnited Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32811 INSURERS 'Travelers Casualty Co. 41769 INSURERCAmerisure Mutual insurance Cc 23396 INSURER 0liavi ators Specialty Insurance INSURER E : INSURER F : rnvcoer_cc rFRTIFIr-ATF NI IMRFR-CL1753111504 REVISION NUMBER: THIS 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. TYPE OF INSURANCE AOULSUOR POLICY NUMBER MMIO EFF POLICYEXP LIMITS E COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000rACLAIMS -MADE a OCCUR DAMAGE TO RENTED S 300,000 MEO EXP (Any one person) S ExcludedATHXTL17104106/1/2017 6/1/201e PERSONAL & ADV INJURY 1,000,000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 PRODUCTS - COMPIOP AGG S 2,000,000RPOLICYElJETLOC 811 PD adNor Personal A Ad S OTHER: AUTOMOBILE LIABILITY COMBINED IN L LIMIT Me accident f 1,000,000 BODILY INJURY (Per person) S3ANYAUTOBALLOWNEDSCHEDULED AUTOS AUTOS BA-SB637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per scadent) S PPROPEERa DAMAGE SNON -OWNED HIRED AUTOS AUTOS pIP4". S 10,000 UMBRELLA LIAR EACH OCCURRENCE S 5,000,000 B HOCCUR AGGREGATE S 5,000,000A EXCESS UAB CLAIMS -MADE BT01743932 DEO I B I RETENTIONS 0 S6/1/2017 6/1/2018 WORKERS COMPENSATION R PER OTH- TA AND EMPLOYERS' UABIUTY Y / N ANY PROPRIETOR/PARTNER/EXECLMVE E.L EACH ACCIDENT S 1,000,0 C OFFICER/MEMBER EXCLUDED? Mandatory In NH) NIA WC2105269 6/1/2017 6/1/201e E.L DISEASE - EA EMPLOYEE 1,000,000 E.L. DISEASE - POLICY LIMIT S 1,000,000yes, describe under DESCRIPTION OF OPERATIONS Wow A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 4M xs of $5M Aggregate $4,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached N more space Is required) Execs Liability - $5M RS of $9M Carrier: Navigators Specialty Insurance Company Policy #: IS17EXC8106411C Effective: 6/l/2017 to 6/l/2018 Limits: Each Occurence or Event - $5 000,000 rCOTIFIr ATF WAI nFR rANCFI I ATION SHOULD ANY OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O. Box 1788 ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772-1788 AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 ommnii Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Park Square Enterprises, Inc. Park Square Homes Limited Liability Company, Additional Named Insured Corporation, Additional Named Insured Doing Business As I OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC I s 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 I OFREMARK COPYRIGHT 2000, AMS SERVICES INC. I REQUIRED INSPECTION, SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # Address: '7 p CS L 0tJ UA BUILDING PERMIT Min Max Inspection 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 tH STATE OF FLORIDA z; DEPARTMENT OF BUSINESS.AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601,BLAIR STONE ROAD. TALLAHASSEE FL 32399-0783- GUPTA, V18HAAL,S PARK SQUARE HOMES' 5200 VINELAND ROAD SUITE'200 ORLANDO FL 32811 Congratulationsl .With this license you become one of the nearly one million Floridians licensed by -the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep, Florida's economy strong. Every day -we work to improve'the way we do business in order to sere you better. For information about,our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and' learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly: We-constantly'strlve to sere you better so'that'you can. serve your customers. Thank you. for doing businesss in Florida, and congratulations on your new license! STATE -OF DEPAR_T,M L - PROFESS CRC133035146 'Ij 850) 487-1395 USINESS"AND" GULATION _ Y--07/28/2016 - R;ACTOR t;UV IA; vwrffwTLI,_c4•:tjc?, _ '1, t_.• PARK SQUARE: HOyM ES. fyi` r .. • .: - _...yam-- IS• CERTIFIED.under,the^prdvisions of-Chw4 _,.-._ -0- dale=:- AUG Expireiari31; 2019 c LI607280002100 __ DETACH HERE RICK SCOTT, GOVERNOR _ KEN LAWSON, SECRETARY } t ___.... - •- - - STATE OF FLORIDA DEPARTMENT OF.BUSINESS AND PROFESSIONAL REGULATION' CONSTRUCTION, INDUSTRY, LICENSING BOARD • 14 j IThe, RESIDENTIAL CONTRACTOR' "' !• Named below•IS-,CERTIFIED lea : •'N Qo v { i Under ttie provisions of Chapter 489: F.S. :fir•. Expiration date: AUG 31, 2018. `''`! 6 '' •'. ; GUP.: TA,.VISHAAL•S•_. e. - • - -• r _``, <'. '• • ''..=.•::. `• \, , , f F y ' PARK SQUARE HOMES 5200' VINEL-AND-ROAO` y1 o' er SUITE 200 '.1 rf4';:•`,- QRL ANDO -.- FL328 1.f^, = `"=r`?-`- -yam `;";_• ti ` AT mmi 2.. L c.1:r''C— z• .•„' 1,:.•. t •.""a p .L:..` 9% , i•`, 3" ISSUED: 07I28/2016 DISPLAY AS REQUIRED BY LAW sEQfF L1607280002100 Page 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park, FL 32789 GRANT riALOYi SEMINOLE COUNTY CLERK OF CIRCUIT COURT i. COMPTROLLER BY, 8965 Pga 144--li7 (4F'ss) CLERK'S 4 201707E301 RECORDED OVA'2/2017 09:40:33 AM DEED DOC TAX 825r116.00 RECORDING FEES g35.`30 i:eCOROED 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 HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall -not serve to reimpose same. Book8965/Page144 CFN#2017078301 Page 1 of 4 http://officialrecordsbv.seminolecierk.org/BrowserView/ 8/24/2017 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: Print Name Scde.eSc- ( Y) . `D Pe — Print Name: R. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: (14. Ro rt tkiss Authori epresentative The foregoing instrument was acknowledged before me this Z 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 has- u d. 112``, RONunlTiANMMtr tPFW*6 ema etaa nwaeu+a..r. Notary Public, State of on Seal) Book8965/ Page145 CFN#2017078301 Page 2 of 4 http:// officialrecordsbv. seminoleclerk.orgBrowserV iew/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description 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, 149, 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/Page146 CFN#2017078301 .. Page 3 of 4 http://officialrecordsbv.seminolecierk.orgBrowserView/ 8/24/2017 Page 1 of 1 Exhibit "B" Permitted Exceptions 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/Page147 CFN#2017078301 Page 4 of.4 http://officialrecordsbv. seminoleclerk.org/BrowserV iew/ 8/24/2017 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 093 Margate II B LHG Stdy - W Builder Name: One Stop Cooling and Heating G Street: 3908 Loon Lane Permit Office: S ford n C A7aCity, State, Zip: Sanford , FL , Permit Number: Z,fOR O Owner: Park Square Homes Jurisdiction: 691500 ADesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) nFPAR 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sqft.) 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=11.0 270.67 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 (ft2) 1966 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(198.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 399 a. U-Factor: Dbl, U=0.55 119.58 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: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.506 ft. Area Weighted Average SHGC: 0.232 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 Total Proposed Modified Loads: 56.01 Glass/Floor Area: 0.101 PASSTotalBaselineLoads: 58.57 I hereby certify that the plans and specifications covered by Review of the plans and t14E Spq, FOthiscalculationareincompliancewiththeFloridaEnergy Digitally sign y Michael specifications covered by this indicatesCode. Michael „Conway calculation compliance s=e-•„ Conway r _.Date. 2017.10.121608:29 with the Florida Energy Code. Before is aPREPAREDBY: -"001 construction completed T I DATE: this building will be inspected forI a compliance with Section 553.908 a I hereby certify that this buildi Igned, is in co liance Florida Statutes. i v CADwiththeFloridaEnergyCode. W-E OWNER/AGENT: BUILDING OFFICIAL: DATE: D DATE: Compliance requi s certific n the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sea ccor nce with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 10/12/2017 4:05 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 093 Margate II B LHG Sid User Park Square Homes 1 One Stop Cooling and Heatin City of Sanford 691500 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1966 Total Stories: 1 Worst Case: No Rotate Angle: 135 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 93 Block/SubDivision: WYNDAM PRESERV PlatBook: Street: 3908 Loon Lane County: Seminole City, State, Zip: Sanford , FL, CLIMATE v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 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 It 0 1966 ft2 0.29 0 0.71 ROOF v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2199 ft2 492 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 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 ft2 0.1 Wood 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 4 FORM R40r.-PO14 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 SW=>N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.8 0 2 SE=>W Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.8 0 3 NE=>S Exterior Concrete Block - Int Insul Main 4.1 60 6 9 4 564.7 ft2 0 0 0.8 0 4 NW=>E Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft2 0 0 0.8 0 5 E Garage Frame - Wood Main 11 29 0 9 4 270.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>W Insulated Main None 39 3 8 24 ft2 2 -=>E Wood Main None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). J Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW=>N 1 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 SW->N 1 Metal Low-E Double Yes 0.54 0.25 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SE=>W 2 Metal Low-E Double Yes 0.54 0.25 9.3 ft2 9 ft 8 in 1 ft 0 in None None 4 SE=>W 2 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 SE=>W 2 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 4 It 8 in 1 ft 0 in Drapes/blinds None 6 NE=>S 3 Metal Low-E Double Yes 0.55 0.22 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 NE=>S 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 NW=>E 4 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 NW=>E 4 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 6 ft 8 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393.3 ft2 50 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 1523.7 83.65 157.31 2157 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 27.8 kBtu/hr 1 sys#1 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 28.6 kBtu/hr 858 cfm 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 # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 399 112 Attic 99.75 ft Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Jan Feb Mar Mar Apr Apr May Jun Jul May Jun 11 Jul Augef1AuJISSep Oct Oct NovNNov DecJ Dec VentingJan Feb Mar Apr [ l 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 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Pertormance and Prescriptive Methods ADDRESS: 3908 Loon Lane Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be 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, 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; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/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. O R402.4.4 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 E 283 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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 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., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Coolingequipment 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 403.6, 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. 10/ 12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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: Attached single- and multi -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. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. O R403.6.1.3 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. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt 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 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 406F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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 verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3908 Loon Lane, Sanford, FL, 3 7 7/ 1. New construction or existing New (From Plans) 9. Wall Types 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=11.0 270.67 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area (ft2) 1966 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.55 119.58 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 399 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 15.33 ft2 a. Central Unit 28.6 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 27.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.506 ft. Area Weighted Average SHGC: 0.232 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Electrica. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= 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 ins ion. Otherwise, a new EPL Display Card will be completed based on installed Cod ompl' eatures. Builder Signature: ate: w Address of New ome: i 50 -,c. City/FL Zi : 5/VLx 7-71 Note: This is not a Building En&fgy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG ... Date: 10/12/2017 By. MC/LM/BP Plan: RHG 7225 Sandsoove Cart, Sute 1, W irter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOrteStopCoolirgcom Uceme CA0032444 Project Information For: Park Square Homes 3908 Loon Lane, 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 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16461 Btuh Structure 17730 Btuh Ducts 2979 Biuh Ducts 3687 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19440 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 20903 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2259 Btuh Ducts 599 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (1`12) 1960 1960 Equipment latent load 2858 Btuh Volume (ft3) 18228 18228 Air changes;1hour 0.26 Equiv. AVF 79 0.14 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 23761 2.3 Btuh toncfm) 43 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60301-11 Cond 4TWR6030H1 AHRI ref 7562380 Coil TEM6A0B30H21++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 OF Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.044 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 = 35 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-00-12142223 wrightsoft' FL'gtt-SUte®Uriversal2017 17.02e RS1125029 Page 1 14CA: p` ... S1dy - W1Lot 093 Margate 118 LNG Stdy - W np Calc - MA House taces: W wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG St4.. Date: 10/12/2017 BYy. MC/LM/BP Ptan: RHG 7225 Sardscove Carl, Stite 1, Witter Park FL 32792 Ptone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOr eStopCoolirg.com License: CAOD32444 1 Room name Entire House WED 2 Enosed well 171.0 a 235 A 3 Room height 93 fl d 93 fl heattool 4 5 Room dimensions Room area 1960.0 IF 1.0 x 247.0 fl 247.0 (F Ty Cons"on U-value Or HTM Area (fF) Load Area (F) Load number BWhAF-*q or perimeter (I) BWh) or perimeter (Iq Btfi) Heat Cool Gross NA'/S Heat Cool Gross NIPS Heat Cool 6 13A-4ors 0.143 ne 3.40 2.85 563 533 1814 1521 60 60 206 172 4A5.2om 0.5W ne 13.09 22.45 15 0 191 327 0 0 0 0 4A5.20m 0.550 ne 13D9 22.45 15 0 196 337 0 0 0 0 13A.4ocs 0.143 se 3.40 2,85 195 132 449 376 0 0 0 0 11 4A5.2om 0S40 se 12.85 14.73 9 9 120 138 0 0 0 0 4A5.20m 0-w se 13.09 21.71 15 2 196 326 0 0 0 0 4A5-2om 0.550 se 13.09 13.17 15 15 196 198 0 0 0 0 11 DO 0390 se 928 12.15 24 24 223 292 0 0 0 0 13A-40cs 0.143 s w 3.40 Z85 465 429 1460 1224 0 0 0 0 4A5-2om OSW sw 13.09 21.71 30 4 393 651 0 0 0 0 485.21M 0.540 sw 12.85 1758 6 4 77 105 0 0 0 0 1ql 13A-40s 0.143 rrw 3.40 2.85 367 273 930 780 158 128 436 365 4A5.2om 0.550 rrw 13D9 22.45 30 0 393 673 30 0 393 673 4A5.2omd 0580 rrw 13.80 2724 64 0 883 1743 0 0 0 0 P 12C-09w 0.091 2.17 1.48 270 270 584 399 0 0 0 0 C 168.30ad 0.032 0.76 1.75 1960 1960 1493 3428 247 247 188 432 F 22A-4xn 1.180 28.08 0.00 1960 171 4802 0 247 24 660 0 61 c) AED exoursion 1 642 1 1 194 Ernelope lossrgain 14402 13160 1883 1837 12 a) Infiltration 2060 820 283 113 b) Room venulatan 0 0 0 0 13 hnemalgains: Ooapants@ 230 5 1150 2 460 Appliancesrodw 2600 0 Subtotal(lines 6to13) 16461 17730 12166 2410 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16461 17730 2166 2410 15 Duciloads 1 18°/ 211% 2979 3687 18% 21% 392 501 Total room load 19440 21417 2557 2911- Air required (dim) 953 953 125 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrightsoft' 2017-Ott-12142223 4 f\ Right-Srite®Uriversal201717.028RSLI25029 Pagel Sody - W1Lot 093 Margate 118 LNG Stdy - W rip Calc - M18 House laces- W wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG Stdyc.. Date: 10/12/2017 Byy. MC/LM/BP Pran: RHG 7225 Sardscove Coot, Sute 1, Wtiter Park R. 32792 Phore: (407) 629. 6920 Fax (407) 629 - 9307 Web, wwwOreStopCoolirg com Licerse: CA0032444 1 Room name MWIC1 MWC 2 F osed wall 125 4 35 ft 3 Room height 93 tit heatbool 93 ft heatbool 4 5 Room dimensions Room area 55 x 7A Q 385 W 55 x 3.5 ft 193 (F Ty Unstruction number U-value EbjhW-°F) Or FiTM SWIM Area #F) or perimeter (Q) Load Btuh) Area (W) or perimeter (0) Load BUh) Heat Cool Gross WIP/S Heat Cod Gross NrP/S Heat Cod 6 Vj! C C 13A-4ocs 4A5.2om 4A5-2om 0.143 0.5W 0.550 ne ne no 3.40 13D9 13D9 2.85 22.45 2245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A•4ocs 4A5-2om 0.143 0.540 se se 3.40 12.85 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2om 11 DO 05M OS50 0390 se se se 13.09 13A9 928 21.71 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 13A-4o s 4A5-2om 0.143 05W sw sw 13.09 Us5 21.71 65 0 65 0 222 0 186 0 33 0 33 0 111 0 93 0 l I--fi 485.21n 13A-400s 4A5-2om 0.540 0.143 0.5W sry nw nw 12.85 3.40 13D9 1758 2,85 22A5 0 51 0 0 51 0 0 174 0 0 146 0 0 0 0 0 0 0 0 0 0 0 0 02 P 4A5-2omd 12C-09N 0.5W 0.091 nw 13.80 2.17 2724 1.48 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 C 1613-Mad 0.032 0.76 1.75 39 39 29 67 19 19 15 34 F 22A-tpm 1.180 28A8 0.00 39 13 351 0 19 4 98 0 6 c) AED excursion 14 5 Envelope loss/gain 776 385 224 122 12 a) Infiltration 151 60 42 17 b) Room ventlafion 0 0 0 0 13 trnemalgains: Ooaupants@ 230 0 0 0 0 Applianmsbther 01 0 Sublotal (lines 6 ID 13) 927 444 266 139 Less extematload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 927 444 266 139 15 Duc loads 18°/ 21%, 168 92 18% 21*/,bi 48 29 Total room load 1094 537 3141 168 Au required (dm) 1 1 54 24 1 15 7 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-OCI-12142223 Rigrt-Sulle®Uriversal2017 17.028 RSU25029 age 2 Sdy - W%Lot 093 Margate 11 B LHG SWy - W r p Cale - M18 Horse laces: W wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG St4.. Date: 10/12/2017 BYY. MC/LM/BP Ptan: RHG 7225 Sandscove Coot, Suite 1, Wirler Park FL 32792 Phone, (407) 629.6920 Fax: (407) 629.9307 Web: www.0neStopCooling.com License: CA0032444 1 Room name WTH LNVIC2 2 Exposed well 9.0 fl 0 It 3 Room height 93 8 hsatNool 93 fl heaftol 4 5 Room dimensorts Room area 1.0 x 91 A 8 914 W 1.0 x 52.1 fl 52.1 W Ty Corsumon U-value Cr HTM Area (Its Load Area (l) Load number BluhW-n Btuh" or perimeor (II) uh) or perimeter (11) Bluh) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool 6 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0SW ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5.2om 0.550 ne 13D9 22-45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.40 2 85 0 0 0 0 0 0 0 0 11 4AS-20m 0.540 se 12B5 14.73 0 0 0 0 0 0 0 0 4A5.2om OS50 se 13.09 21.71 0 0 0 0 0 0 0 0 4A5.2om OSW se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 03W se 928 12.15 0 0 0 0 0 0 0 0 13A-4os 0.143 sw 3.40 2.85 84 78 264 222 0 0 0 0 4A5.2om 0.550 sv\r 13.09 21.71 0 0 0 0 0 0 0 0 4B5.21m OS40 sw 12.85 1758 6 4 77 105 0 0 0 0 13A-40rs 0.143 r1w 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om 0.550 rtw 13.09 22.45 0 0 0 0 0 0 0 0 P 4A5-2omd 12C•0sw OS80 0.091 r1w 13.80 2.17 2724 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 91 91 70 160 52 52 40 91 F 22A-Ipm 1.180 28.08 0.00 91 9 253 0 52 0 0 0 6 c) AED excursion 36 1 -3 Envelope lossigain 664 523 40 88 12 a) Infil7ation 108 43 0 0 b) Room ventlation 0 0 0 0 13 Internal gains: 0oaipan1s@ 230 0 0 0 0 ApplianoesbBler 0 0 SLboal(lines 6lo13) 772 566 40 88 Less exlemalload 0 0 0 0 Lesstransler 0 0 0 0 Redisuibubon 0 0 0 0 14 Subtoal 772 566 40 88 15 Dud loads 1 18°i 219/ 140 118 180% 21% 7 18 Total room load I 1 912 683 47 t 07 Air required (dm) 1 45 30 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017.Oa-12142223 Rigr1•Sute®Uriversal 2017 17 028 RS1125029 Page 3 Stdy - W\Lot 093 Margate 118 LHG Sidy- W.np Calc - MA Horse laces: W wrightsoft• Right-JO Worksheet Job: Lot 093 Margate II B LHG Stdyt.. Entire House Date: 10/1V2017 B y. MC/lJN/BP One Stop Cooling and Heating Ptan: RHG 7225 Sardscove Court, Sute 1, Winer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.OreStopCoolirg com Lioerse: CA0032444 1 Room name FAM CAFE 2 Ewell 33.0 If 9.0 If 3 Room height 93 d heatbool 93 1t heaLbool 4 5 Room dimerlsorts Room area 1 A x 294.0 d 294. 0 W 175 x 9A fl 1575 W Ty nu n BWMF n fthfln Areaetter (il) Load Bluh) OF) or perimeew (Il) Load BWh) Heat Cod Gross N P/S Heat Cool Cross WPiS Heat Cool 6 13A-40cs 4A5. 20m 4A5- 2om 0. 143 05W 05% ne ne ne 340 13D9 13D9 2. 85 22. 45 22- 45 149 0 0 149 0 0 506 0 0 425 0 0 84 15 15 54 0 0 184 191 196 154 327 337 11 13A• 4ocs 4A5. 20m 0. 143 0540 se se 340 12B5 2, 85 14. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 4A5- 2om 11 DO OS50 OSW 0390 se se se 13. 09 13. 09 928 21. 71 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 13A- 40s 4A5. 2om 0. 143 0550 sw sw 3. 40 13. 09 2. 85 21. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1ql C 485- 2tm 13A- 40ts 4A5- 2om 0540 0. 143 0550 sw nw nw 12. 85 3. 40 13. 09 1758 2. 85 22. 45 0 158 0 0 94 0 0. 320 0 0 268 0 0 0 0 0 0 0 0 0 0 0 0 0 L- (^ 4A5.2omd 12C- 096v O-% 0 0. 091 nw 13.80 2. 17 2724 1. 48 64 0 0 0 883 0 1743 0 0 0 0 0 0 0 0 0 PC 168-30ad 0.032 0.76 1.75 294 294 224 514 158 158 120 275 F 22A-pm 1.180 28.08 0.00 294 33 927 0 158 9 253 0 6 c) AED wcursion 456 36 Emelope losson 2861 3406 944 1058 12 a) Ir hr9on 397 158 108 43 b) Room ventlation 0 0 0 0 13 Irttemalgains: Omrpancs@ 230 Applianoesblher 0 0 900 0 0 0 SrbtotalPines 6to13) 3258 4464 1053 1101 Lessextemal bad 0 0 0 0 Lessaansier 0 0 0 0 Redisfibuton 0 0 0 0 14 Subtotal 3258 4464 1053 1101 15 Duo loads 18°/ 21.1 590 928 180/ 21°/ 190 229 ToW room bad 3W 1 53931243 1 1330Air required ( dm) 189 240 1 61 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wtrightsoft' 23 fgh-Sute® Uriversal2017 17028 RSLI25029 2017.Od• 121 Page 4 Sdy - WILot 093 Margate 116 LHG Stdy - W r p Calc - We House faces: W wrightsoft- Right-JO Worksheet Job: Lot 093 Margate II B LHG Stdx.. Entire House Date: 10/12/2017 By. MC/LMBP One Stop Cooling and Heating Plan: RHG 7225 Sardscove Cout, Sdte 1, Wirter Park R. 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOneStopCoohrgzarn Lbertse: CA0032444 1 Room name BTH2 WIC3 2 6Posed mall 0 n O It 3 Room height 93 It heatbool 93 ft heattcool 4 5 Room dimensons Room area 6.0 x 95 it 57.0 1F 4.0 x 6A ft 24D tF Ty Cons"on U-value Or HTM Area (fF) Load Area (f) Load number BUVW-19 64rft or perimeter (ft) Btuh) or perimeter (ft) Bluh) Heat Cool Gross NIPS Heat Cool Gross NPP/S Heat Cool 6 V)I 13AAocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om O.&W ne 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2om 0.5W ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-4ocs 0143 se 3.40 2.85 0 0 0 0 0 0 0 0 11 4A5-2om 0.540 se 1225 14.73 0 0 0 0 0 0 0 0144A5.2om 0.550 se 13.09 21.71 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 13D9 13.17 0 0 0 0 0 0 0 0 IIDO 02W se 928 12.15 0 0 0 0 0 0 0 0 13AAocs 0.143 9N 3.40 2,85 0 0 0 0 0 0 0 0 4A5. 2om 0.5W sw 13.09 21.71 0 0 0 0 0 0 0 0 4B5- 21n O.540 sw 12.85 1758 0 0 0 0 0 0 0 0 13A- 40es 0.143 rtw 3.40 2.85 0 0 0 0 0 0 0 0 4A5. 2om 0.550 nw 13.09 22AS 0 0 0 0 0 0 0 0 4A5. 20md O580 nw 13.80 2724 0 0 0 0 0 0 0 0 P 12C-096v 0.091 2.17 1.48 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 57 57 43 100 24 24 18 42 F 22A-tpm 1.180 28.08 0.00 57 0 0 0 24 0 0 0 6 c) AED excursion 3 1 FJnelope losstgain 43 97 18 41 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Oocupards@ 230 0 0 0 0 Appliaraesablher 0 0 Subtotal ( lines 6 to 13) 43 97 18 41 Less external bad 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 7 17 0 0 14 Subtotal 51 113 18 41 15 Duct loads 18°/ 21%1 9 24 18% 21% 3' 8 Total room bad 1 60 137 22 49 Air required (dm) 3 6 1 11 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Rght• Sute®Uriversal2017 17.028 RSLI25029 2017. 001-12142223 Page 5 Stdy - W%LoI093 Margate 11 B LHG Stdy - W .np Calc - NUB House faces w wrightsofV Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LIIG Stdy.. Date: 10/12/2017 Byy. MC/LM/BP PL: RHG 7225 Sardscove Cart. SUte 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwKOreStopCoolirg com License CA0032444 1 Room name BED3 Krr 2 3 Exposed well Room height 125 ff 93 ff heatbool 115 ff 93 8 heatbool 4 5 Room dimensions Room area 1. 0 x 164.0 Q 164. 0 (F 1. 0 x 202.0 0 2020 W Ty Conshdnu Or HTM Load penmeetter Load BWh4r +) BtuW or penmeetter (R) BWh) or(11) BWh) Heat Cool Gross N/PS Heat Cool Gross NIPS Heat Cool 6 F-- C 13A- 4os 4A5- 20m 4A5- 2om 0. 143 0550 0550 ne ne ne 3. 40 13. 09 13D9 2. 85 22. 45 2245 0 0 0 0 0 0 0 0 0 0 0 0 107 0 0 107 0 0 364 0 0 305 0 0 l--fa 11 13A4os 4A5- 2om 4A5. 2om 4A5. 2om 11 DO 0. 143 0540 0550 0550 0390 se se se se se 3. 40 12. 85 QD9 13. 09 928 2. 85 14. 73 21. 71 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4os 4A5. 2om 0. 143 0550 sw Sw 3. 40 13. 09 2. 85 21. 71 116 15 101 2 345 196 289 326 0 0 0 0 0 0 0 0 Vpl G 4B5. 2tm M l= 4A5. 2om 4A5. 2omd 12C- 09w 0. 540 0. 143 05W 0 580 0. 091 sw rtw rm nw 12. 85 3. 40 13. 09 13. 80 2. 17 1758 285 2245 2724 1. 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 P c 1613-30ad 0.032 0.76 1.75 164 164 125 287 202 202 154 353 F 22A qpm 1.180 28.08 0.00 164 13 351 0 202 12 323 0 6 c) AED exntrsion 83 60 Envelope lossion 1017 984 841 598 12 a) Infiltration b) Room oentilation 151 0 60 0 139 0 55 0 13 Internal gains O=pants@ 230 1 230 0 0 Applianoesrotier 0 1200 Suhrotal ( lines 6to 13) 1167 1274 979 1853 Lessextemalload 0 0 0 0 Lestrarlsler 0 0 0 0 Redism" on 9 21 171 166 14 Stbtotal 1177 1295 1150 2020 15 Ductload5 18% 21% 213 269 18% 21% 208 420 Total room load 13W 1%4 1358 2440 Fur required (dm) 68 70 67 1. Calculations approved byACCA to meet all requirements of Manual J 8M Ed. wrightsotFt' 2017-OCI-12142223 Righi- Sute®Uriversal2017 17.028 RSU25029 age 6 Stdy - W10t 093 Margate 11 B LHG Stdy - W np Calc - KW Hose laces' W wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG St*.. Date: 10/12/2017 Byy. MC/LM/BPBFRHG 7225 Sardscove Coun, Suite 1, Wirter Park FL 32792 Phone- (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com Lioerse CA0032444 1 Room name BED2 AC 2 Exposedwall 13D R 0 ft 3 Room height 93 ft heat/cool 93 ft healkool 4 5 Room dimensions Room area 1.0 x 164.0 ft 164.0 W 35 x 35 ft 123 IF Ty Consrucbon U-value Or HTM Area (fF) Load Area (IF) Load number BUW-F) BWh4n or perimeter (ft) BWh) or perimeter (ft) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1ql G 13A-4os 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om 0550 ne 13.09 2245 0 0 0 0 0 0 0 0 C 4P5-2bm 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 13A-40cs 0.143 se 3.40 285 0 0 0 0 0 0 0 0 11 4A5.2Dm 0540 se 12,85 14.73 0 0 0 0 0 0 0 0 4A5.2om 0550 se 13.09 21.71 0 0 0 0 0 0 0 0 4A5.2om OS50 se 13D9 13.17 0 0 0 0 0 0 0 0 11 DO 0390 se 928 12.15 0 0 0 0 0 0 0 0 1q! 13A-4ocs 0.143 9w 3.40 2,85 121 106 360 302 0 0 0 0 4AS-2om 0550 sw 13.09 21.71 15 2 196 326 0 0 0 0 485-21m O.540 sw 12.85 1758 0 0 0 0 0 0 0 0 y/ 13A-40cs 0.143 nw 3.40 2S5 0 0 0 0 0 0 0 0 4A5.2om 0S50 nw 13.09 22.45 0 0 0 0 0 0 0 0 P 4A5.2omd 12C-09N 0580 0.091 rnw 13.80 2.17 2724 1.48 0 135 0 135 0 292 0 199 0 0 0 0 0 0 0 0 C 168-30ad 0.032 076 1.75 164 164 125 287 12 12 9 21 F 22A-Ipm 1.180 28.08 0.00 164 13 365 0 12 0 0 0 6 c) AED excursion 76 1 Ermelope lossrgain 1339 1190 9 21 12 a) InAltrabon 157 62 0 0 b) Room %enWaaon 10 0 01 0 13 Intemalgains: Occupants@ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 1495 1482 9 21 Lessextemalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribubon 92 116 9 21 14 Subtotal 1588 1598 0 0 15 Dud loads 1 189/0 21%1 287 332 189/6 21% 0 0 Taal room load 1875 1931 1 0 0 Air required (dm) 92 86 0 0 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft- Po222346&gt1-Sule®Unversa12017 17 028 RSU25029 2017- Oct-121 age 7 Stdy - MI-ot 093 Margate It 8 LHG Sidy - W .rip Calc - NW House laoes W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 093 Margate II B LHG SO$ - Date: 10/12/2017 Byy. MC/LM/BP Pran: RHG 7225 Sandsmve Cout, Stile 1. Winter Park R.32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreSWpCoofirgcom License: CA0032444 1 Room name H 1 PAN 2 Etposedwell O Q 0 8 3 Room height 93 t heaftol 93 t heaUcool 4 5 Room dimensions Room area 1 A x 453 t 453 IF 1.0 x 22b t 22,0 W Ty Unstrudion U-value Or HTM Area (1) Load Area (fl) Load number BWhAlL+F or perimeter (t) 64th) or perimeter (t) Btuh) Heat Cool Gross NAS Heat Cool Gross NIPS Heat Cool 6 13A-4ocs 4AS•20m 4AS-2Dm 0.143 OS50 0.550 ne ne ne 340 13.09 13.09 2.85 22.45 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-lf 11 13A.40s 4AS-20m 0.143 OS40 se se 3.40 12.85 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS•2om 4A5.2om 1100 OS50 0.5W 0390 se se se 13A9 13.09 928 21.71 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 13A4ots 4A5.2om 0.143 WSW sw s+v 3.40 13D9 225 21.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 465-21n 13A-4os 4A5-2Dm 4A5-2omd 12C-09w 0S40 0.143 0.550 OSW 0.091 9w nw rw nw 12.85 3.40 13.09 13.80 2.17 1758 2.85 22.45 2724 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P C 168.30ad 0.032 0.76 1.75 45 45 34 79 22 22 17 38 F 22A-tpm 1.180 28DS 0.00 45 0 0 0 22 0 0 0 6 c) AED ex ursion 2 1 Envelope IossJgain 34 77 17 37 12 a) Infiltration 0 0 0 0 b) Room w5labon 0 0 0 0 13 Interralgains: O=pants@ 230 Appliances0w 0 0 0 0 0 0 3ubtolal (lines 6ID 13) 34 77 17 37 Less extemalload 0 0 0 0 Lesstrarafer 0 0 0 0 Redistribudon 34 77 364 308 14 Subtotal 0 0 381 345 15 Dud loads 1 18% 21% 0 0 18*/4 21% 69 72 Total room bad 0 0 450 417 Air required (dm) 0 0 22 19 Calculations approved byACCA to meet all requirements of Manual J 8M Ed. wrightsoft' 2017-Od•12 t42223 agh,Sute®Uriversal201717.028 RSU25029 Page 8 S1dy - WIot 093 Margate 11 B LHG Sldy • W np Calc - WS House faces: W wrightsoft• Right-JO Worksheet Job: Lot 093 Margate II B LHG SW%.. Entire House Date: 10/12/2017 By. MC/LM/BP One Stop Cooling and Heating PL: RHG 7225 Sardscove Court, Suite 1, Winter Park FL 32792 Ptore (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com Uoerse: CAOD32444 1 Room name DROP FOY 2 Enxsedwell 0 it 65 ft 3 Room hergto 93 h hea*ool 93 it heat/000l 4 5 Room dimensions Room area 1.0 x 363 ft 363 W 1.0 x 100.8 11 1008 fF Ty Ultr Areaaperimeet Load number l3wucbonF) Brut o ter (ft) Bluh) operimeeter (11) Btuh) Heat Cool Gross NiP/S Heat Cod Gross WP/S Heal Cool 6 f-G 13AAocs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4AS-2orn 0-%0 ne 13.09 22.45 0 0 0 0 0 0 0 0 C 4A5.2om 0550 ne QD9 22.45 0 0 0 0 0 0 0 0 13AAOCS 0.143 se 3.40 2 85 0 0 0 0 60 27 92 77 11 4A5.2om 0540 Se 12.85 14.73 0 0 0 0 9 9 120 138 4A5.2om 0550 se 13.09 21.71 0 0 0 0 0 0 0 0 4A5-2orn 0550 se 13A9 13.17 0 0 0 0 0 0 0 0 IIDO 03W se 928 12.15 0 0 0 0 24 24 223 292 1q! 13AAocs 0.143 sw 3.40 2,85 0 0 0 0 0 0 0 0 4A5- 2om 0550 sw 13.09 21.71 0 0 0 0 0 0 0 0 1q/ 485. 21m 13A- 40cs 0. 540 0. 143 sw nw 12. 85 3. 40 1758 2, 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 2om 0550 rmr 13.09 22.45 0 0 0 0 0 0 0 0 4A5- 2omd _ 0580 rrw 13.B0 2724 0 0 0 0 0 0 0 0 P 12C-09N 0.091 2.17 1.48 37 37 81 55 98 98 211 144 c 168.30ad 0.032 0.76 1.75 36 36 28 63 101 101 77 176 F 22A-tpm 1.180 28A8 0.00 36 0 0 0 101 7 183 0 6 c) AED excursion 4 27 Envelope loss/gain 108 115 906 800 12 a) Inlittraton 0 0 78 31 b) Room ventilation 0 0 0 0 13 Internalgains Ooxrpants@ 230 0 0 0 0 Applianoesbther 10 0 Subtotal ( lines 6ID 13) 108 115 984 831 Lessextemal bad 0 0 0 0 Less transfer 0 0 0 0 Redisvibulan 108 115 984 831 14 Subtotal 0 0 0 0 15 Duct loads 1 18% 21% 0 0 18°/ 21% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 10 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. A Ad- wrightsoft- Agri.Sute®Unversa12017 17.028 RSU25029 2017- Od-12142223 Page 9 S1dy - W%Lot 093 Margate II B LHG Sldy - W Anp Caic = M1B House laces: W wrightsoft° Right•JO Worksheet Job: Lot 093 Margate 118 LHG Stdyc.. Entire House Date: 10/12/2017 B y. MC/LM/BP One Stop Cooling and Heating Pran: RHG 7225 Sandscove Cool, Sure 1, W irter Parr FL 32792 Phore (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg oom License: CA0032444 1 Room name Study LAUN 2 Eposed well 31 D tt 6.0 11 3 Room height 93 f1 heat/ od 93 fl heattool 4 5 Room dmenaOns Room area 145 x 115 II 166B fF 11.0 x 6A f1 66D fF Ty o nu BWh4F-°q Bluhh4q or perimeter (ff) Bluh) orperimeeler (I) Bluh) Heat Cool Gross NiP/S Heat Cod Cross NIPrS Heat Cool 6 13A-4os 4A5. 2om 4A5. 2om 0. 143 0. 550 0. 550 ne ne ne 3. 40 13. 09 13. 09 225 22. 45 2245 107 0 0 107 0 0 364 0 0 305 0 0 56 0 0 56 0 0 190 0 0 159 0 0 11 13AAos 4A5. 2om 0. 143 0. 540 se se 340 t2S5 2. 85 14. 73 135 0 105 0 357 0 299 0 0 0 0 0 0 0 0 0 4A5- 2om 4A5- 2om IIDO 0.550 0.650 0390 se se se 13. 09 1309 928 21. 71 13.17 12.15 15 15 0 2 15 0_ 196 196 0 326 198 0 0 0 0 0 0 0 0 0 0 0 0 0 13AAos 4A5. 2on 0.143 O550 sw sw 3. 40 13.09 2,85 21.71 47 0 47 0 158 0 133 0 0 0 0 0 0 0 0 0 fa 485- 21m 13AAocs 4A5- 2om 0.540 0.143 0.550 sw nw nw 12. 85 3.40 13.09 17.58 2AS 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5- 2omd 12C-09w 0.580 0.091 nw 13SO 2.17 2724 1. 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 168. 30ad 0.032 0.76 1.75 167 167 127 292 66 66 50 115 F 22A- 1pm 1.180 28,08 0.00 167 31 871 0 66 6 169 0 6 c) AED excursion 19 25 Envelope loss/ gain 2269 1533 409 249 12 a) Irdhration 373 149 72 29 b) Room ventiWon 0 0 0 0 13 Internal gains: Omiparls@ 230 1 230 0 0 Appliarlcesbtw 0 500 Subtotal (lines 6 to 13) 2643 1912 481 778 Less eAemal load 0 0 0 0 Lesstrarder 0 0 0 0 Redisafbubon 364 308 128 108 14 Sublolal 3007 2219 609 886 15 Duct loads 18°/ 21°/ 544 462 M. 21% 110 184 Taal room load 1 3552 1 719 1070 Air required ( dm) 174 119 1 35 48 Calculations approved byACCAto meet all requirements of Manual J f3ti1 Ed. AM, wrightsoft' 2017- Oa-12 Rigtl-SuitPage 10®Uriversal 201717.028RSU25029Page10Sdy - W1Lo1093 Margate 11 B LHG Stdy - W Ap Calc = MJ6 Horse laces: W Duct System Summary Job: Lot 093 Margate II B LHG ... wrightsoft• Date: 10/12/2017 Entire House By. MC/LM/BP One Stop Cooling and Heating Plan: RHG 7225 Sardsoove Cout• Sute 1, Wirter Park FL 32792 Phone (407) 629.6920 Fax: (407) 629.9307 Web: www.OreStopCoolirg oom Licerse CA0032444 For: Park Square Homes 3908 Loon Lane, Sanford, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest friction rate Actual air flow Total effective length (TEL) 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 It 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 cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (it) Trunk BED2 h 1875 92 86 0.282 6.0 Ox 0 VIFx 15.4 105.0 SO SED3 c 1564 68 70 0.298 6.0 Ox 0 VIFx 14.1 100.0 SO 87142 c 137 3 6 0.408 4.0 Ox 0 VIFx 8.4 75.0 CAFE h 1243 61 59 0.386 5.0 Ox 0 VIFx 18.2 70.0 FAM c 5393 189 240 0.345 8.0 Ox 0 VIFx 23.5 75.0 KIT c 2440 67 109 0.420 6.0 Ox 0 VIFx 11.0 70.0 LAUN c 1070 35 48 0.342 4.0 Ox 0 VIFx 19.5 80.0 WED c 2911 125 130 0.233 7.0 Ox 0 VIFx 31.0 115.0 st2 WTH h 912 45 30 0.220 4.0 Ox 0 VIFx 29.7 125.0 st2 MWC h 314 15 7 0.225 4.0 Ox 0 MR 30.9 120.0 st2 MWIC1 h 1094 54 24 0.213 4.0 Ox 0 VIFx 34.9 125.0 st2 MWIC2 c 107 2 5 0.231 4.0 Ox 0 VIFx 32.2 115.0 st2 PAN h 450 22 19 0.407 4.0 Ox 0 VIFx 13.6 70.0 sally h 3552 174 119 0.313 7.0 Ox 0 VIFx 23.6 85.0 WCC3 c 49 1 2 0.288 4.0 Ox 0 VIFx 18.2 100.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 241 196 0.213 546 9.0 0 x 0 VinIFIX SO SO PeakAVF 403 354 0.213 738 10.0 0 x 0 VinIFIX wrightsoft• Righ.Sute®Uriversal2017 17.028 RSU25029 Stay - W1Lot 093 Margate It B LHG Stdy- W rtp Calc - MJ8 Horse faces: W 2017-Oci-12142224 Page 1 Name Grille Size (in) Htg clm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx L wii htSOft• 2017-ocl-121a222a 9 Rigt1-Sute®Urhersal 201717.028 RSU25029 Page 2 AC A ... Sldy - WtLot 093 Margate 118 LHG Stdy - W np Calc - MX Hose faces: W Static Pressure and Friction Rate Job: Lot 093 Margate II B LHG ... ftwrightso• Date: 10/12/2017 Entire House By. MCANBP One Stop Cooling and Heating Plan: RHG 7225 Sardsoove Cart, Sute i . W irter Park FL 32792 Phore (407) 629.6920 Fax: (407) 629.9307 Web, wwwOreStopCoolirg oom Ucerse: CA0032444 For: Park Square Homes 3908 Loon Lane, Sanford, FL 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 effective length 160 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.213 > 0.18 0.213 > 0.18 Return Ducts 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: Total EL=125 Return TotalEL=0 w ightsofFt R,gn.Sute®lhiversa1201717.026RSU25029 2o17•oa-121as2sa A Page t Slay • WtLot 093 Margate 11 B LHG Stdy - W .np Catc - tvUB Fbu;e faces W FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 093 Margate II B LHG Stdy - W Builder Name: One Stop Cooling and Heating Street: 3908 Loon Lane Permit Office: City of Sanford City, State, Zip: Sanford , FL, Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/12/2017 4:05 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 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 Roof VTW = Venttu Wall DV = Dryer Vent RV = Range Vent LinesetChase — — Condensate — - — Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box n n O F-I O Level 1 C' v Da Z F't'P 2 CN 0 O Ln co V VTR pit k- SYtia& r . h"C's w 4 fJ41m jG—,sen rr a 1 v V Sri/ 4,d4'sr ta; yz' Plumbing, [tic DESCRIPTION AS FURNISHED: Lot 93, 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 r UNNAMED PLATTED ". PALMER'S SUBDIVISIONIN` DATE 17 S 00° 16' 59'" E 62.00' 15' BUFFER ESMT. RECORD COPY A38.41, LOT 93 38.41' * Ok to construct single family home with setbacks and impervious area shown on plan._ , .li'L, i "P. 19(0(a Margd4e- MS. t.Tl 11.00' 22.7 17.3 11.00' LANAI 17.3 11.00' a cy) O ^ co O ^ tp to LOT 94 C') W PROPOSED RESIDENCE tip LOT 92 o n2 MODEL: 1966—MARGATE 11-8 o 64 O ^ 0 2 CAR GARAGE LEFT O ^ 00 CO COV'D. 7.3J' 3.0'xJ.O' ENTRY AC 5.3' b Wi 15.3' 11.00, 11.00, 19.3' 13.8' 18' LJF 25.20' DRIVE 25.20' 30.53' jjj 10U11L ESMT. PC) 5' CONC. WALK 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 PER DRAINAGE PLANS 22' 1, CURB S 00016 57 E I 62. 00' LOON LANE (50' PRIVATE RIW) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD PROPOSED F.F. PER PLANS - 25.5' QQ FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 114- 517 t SQUARE FEET FOUNDATION/PAD 2,359 f SQUARE FEET WALKS 28/ 310- 3J8 t SQUARE FEET REAR PATIO 104 f SQUARE FEET 500 4.977 258 - 5,235 t SQUARE FEET FRONT PORCH DECK POOL DECK 9J t SQUARE FEET 0 f SQUARE FEET NOTE : FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FlELO VERIFIED CRUSEiVHEETR— SCOTT R ASSOC, INC. — LAND SURVEYORS LEGEND LEGEND P PLAT 5400 E () COLONUIL DR. ORLANDO, FL. 32807 407—277-3232 FAX 407—658-1436 F FIELD tYP. P. POINT ON LIFE TYPICAL LP. I.P. MN PIPE IROL ROD PAC. IMPOINT Or REVERSC CURVATURE POINT Or CO PTUND CURVATURE 1. THE UMODWOMED DOES HEREBY CERNY THAT TMS SURVEY MEETS ME STANLMROS Or P44CME SET FORTH BY ME FLORIOA BOARD OF CX CONCRETE NMINENT RAIL RADIAL PROPESS094L SURVEYORS AND MAPPERS Of CHAPTER SJ-17 FLOROA ADM411SRNrVE CODE PURSWM TO SECRON 472.027, FLORIDA STANLS SCT LR. 1/2• IA ./ILI 181E NA NON -RADIAL 2. UNLESS EMBOSSED WON SURVE WI SONAIURE AND ORWft RAISED '' AL, DOS SURVEY MAP OR COPIES ARE NOT VALID. RCWVCKIEGONING VP. WITHESS S PdS SURVEY WAS PREPARED FROM TIRE 060RLLATON FLRIOSHM TO THE SURVEYOR. THERE MAY BE DOOM RESIRICTONS Pima. CALCULATCPOW OR EAsamaS TINT AFFECT im PROPERTY. P. O.C. CPOINT OF C"C"NENT CENTEREDS AM FF'. rr. KMWCHT REFERENCE IR7NIRQNT FLOOR C CVA FINISWILDINGFLOORIOI 4, NO UNDERGROUND DIPNOVEMENIS HIVE BEEN LOCATED UN{E55 OMERWISE SHOWN. NLD MAIL L DISK WILDING K LING d na SURVEY 6 PREPARED FOR THE 401.E BENEFR OF HOSE Cow= 1D AND SHOULD NOT BE RELIED UPON BY ANY DRIER ENTRY. R/ W RIGHT -Or -WAY A XEHCNMft 6 DIMENSIONS SIO W FOR ME LOCATION OF IMPROKMENIS HEREON SHOULD NOT BE USED 10 RECONSTRUCT BOUNGUTY UNES. ESMT. CASEMENT 91 MSC DARING 7. O•ARWCt ARE BASED ASSUMED OAIUM AND ON THE LINE SHOWN AS BASE BMW (&&) DRAIN. VTIL. DRAINAGC UTILITYELEVATIONS. IF SNOWY( ARE BASED ON NATIONAL GEODETIC VERT" DATUM Or 1929. UNLESS OMswx NOTED. arc. CHAIN LINK FENCE 9. CERnVXATE OF AU1NDMZArON H0. MO. VOFC. PC WOOD FENCE Or SCUE 1- 1' - 20' ---1DRAWN ivy.. P. T. DESC. POINT CARRY TUNE POINT Or TANGEICT DESCRIPTIONCERIIFlEIF DATE 8Y: ORDER No. ARC LENGTH PLOT PLAN 10-10-17 4327-17 D DELTA C CHORD C. L CHORD KARING NORTH THIS BUILDING\PROPERTY DOES NOT LIE WRNIN - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER T1RM' OM GRUS EVER, S. 14714 20NE X. MAP / 12117C0090 F (09-28-01) E W. SCO .R.LS 1 4801 r1lClld(UC: rtucA J51uAXh; MAK(9!•l-z 11 1, 966SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 RECORD COPY Lighting Summary Standard 5,589 5,589 Optional 10,398 5,589 Ranges & Ovens 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 Dryers # 1 7- 3 0 5 8DryerNo. No? Nameplate Line Neutral a 1 1 5000 2 0 30- Dryer Summary Standard 5,000 3,500 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 4,440 0 QPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed 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 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts w 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 Optional -' Line Neutral Total Total = 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 17-3OE' 8 OJ\\ DING SANFO, RD OEPAR RECORD COPY r L G- 0' 53'- r 4'- I T- 0' S/B a^ I /® vim Inwo r I I I II I I I I i l ll•I I I I II•I I I I I I I I I I I I I I.,1 v + L r-V _I 41'- V _ I _ 12'- V _ I _ 17- D" _ 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. D f A 11 RECORD COPY 17- 3058 J DING SANFORD 19, OFPAR, J L 1 - HUS26 FLR. HGRS O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1966- B 12" TRAY CLG. PKS1966B- T I N/Al104-1711 s ax RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: PKS1966B-T - Park Sq Hms/Margate II 1966A-TRAY MiTek USA, Inc. Site Information: S6904 ParkeEastBlvd. Customer Info: PARK SQUARE HMS Project Name: PKS1966B-T Model: MARGATfJi'Q 66 83/6ft 5 Lot/ Block: 93 Subdivision: WYNDHAM PRESERVE Address: 3908 LOON LANE City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014fTP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 38 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. e llo/tiQ INo. I Seal# I Truss Name I Date I No. I Seal# ITruss Name I Date 1 IT12189393 JA1 10/5/17 112 1 T12189404 1 Al 10/5/17 12 IT12189394 IA2 110/5/17 113 IT12189405IA13 110/5/17 I 13 I T12189395 I A3 110/5/17 14 I T12189406 I A14 110/5/17 1 14 I T12189396 I A4 110/5/17 115 1 T12189407 _I A15 1 10/5/17 1 15 I T12189397 I A5 10/5/17 116 I T12189408 1131 10/5/17 1 16 IT12189398 I A6T 110/5/17 117 1 T1 2189409 1 B2 110/5/17 1 17 IT12189399 I A7T 110/5/17 118 1 T1 2189410 1 B3 110/5/17 I 18 IT12189400 I A8T 110/5/17 119 IT12189411IC1 110/5/17 J 19 I T12189401 1 A9 110/5/17 120 I T12189412 I C2 110/5/17 J 110 I T12189402 I A10 110/5/17 121 1 T12189413 I C3 110/5/17 J 111 IT121894031A11 110/5/17 122 1 T12189414 I CJ 110/5/17 J SANFORo r, RTtv1 G 17- 3458 This item has been electronically signed and sealed by ORegan, Philip, 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: ORegan, Philip 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. p• STATE OF Mrrek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: October 5,2017 ORegan, Philip 1 of RE: PKS1966B-T - Park Sq Hms/Margate II 1966A-TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: PKS196613-T Model: MARGATE II 1966-B / TRAY Lot/Block: 93 Subdivision: WYNDHAM PRESERVE Address: 3908 LOON LANE City: SANFORD State: FLORIDA INo. JSeaI# JTruss Name I Date 23 1 T12189415 1 CJ1 10/5/17 124 IT12189416 I CJ2 110/5/17 J 25 IT12189417 I CJ3 10/5/17 26 IT12189418 I CJ3A 10/5/17 27 IT12189419 I CJ36 10/5/17 128 IT12189420 1 CJ4 110/5/17 1 129 IT12189421 I CJ5 110/5/17 1 130 IT12189422 I D1 110/5/17 1 131 1T12189423 1 FT1 110/5/17 1 132 1T12189424 1 J5 110/5/17 1 133 I T12189425 I J6 110/5/17 1 134 IT12189426 I J7 110/5/17 1 135 IT12189427 1 J7T 110/5/17 1 136 IT12189428 1 KJ5 110/5/17 I 137 IT12189429 I KJ5A 110/5/17 1 138 IT12189430 I KJ7 111015117 I 2 of 2 Job Truss Truss Type oy Ply Park Sq HmslMargete II 196GA•TRAY T12189393 PKS19686-T Al MOD. QUEEN 10 1 Job Mid -Florida Lumber, Banow. FL f 04U s Aug 16 mi f mi i en IMUlurres, me vveo va u ro t 44 to 17 age i 10fOY6XuKAOX1hl4k2ue86k8y3q_a•16WJCOlgbaeiZADbNyGDzc5Y04gOuTT tLLhbNyVAdf 1 7b-4 13•P2 20-0-0 26.2.14 32•S12 40.0-0 t 78-4 62.14 8.14 .26.2.14 fr2.11 7.64 •0.0 Scale = 1.70 4 5: 5 = 3s4 = 34 = 5s6 = 3x4 = 34 = LOADING ( psf) TCLL 20.0 TCOL 100 BCLL 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014rTP12007 CSI. TC 0.67 BC 0.91 WB 0.70 Matrix- M) OEFL. in (loc) Vdefl Ven( LL) -0.34 11-12 >999 Ven( TL) -0.75 11-12 >639 Horz( TL) 0.15 8 n/a Ud 240 180 n/ a PLATES GRIP MT20 244/190 Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.13 oe punins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 7-11-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11, 4-11 REACTIONS. ( lb/size) 2-1660/0-7-8, 8=1660/0-7-8 Max Horz 2=201(LC 11) Max Uplift 2-302(LC 12), 8=-302(LC 12) Philip J. O'Regan, PE FL License 58126 FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 6904 Parke East Blvd. TOP CHORD 2-19-2880f796, 3-19=2792/820. 3-4-2680/820, 4-20=1861/645, 5-20=1760/657, Tamps, FL 33610 5- 21=-1760/658, 6-21-1861/645, 6-7=2681/820, 7-22-2793/820, 8-22=28801796 BOT CHORD 2-12-614/2632. 12-23=433/2145, 23-24=-433/2145, 11-24=433/2145, 11-25=-443/2033, 25- 26=-443/2033, 10.26=-443/2033, 8-10=-618/2489 WEBS 5-11=363/1280. 6-11-716/292, 6.10=-136/632, 7-10=353/213, 4-11=-7161292. 4-12=136/ 631. 3-12 -353/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h-15ft; 8=45ft; L-24ft, eave=5ft; Cat 11; Exp 8, Encl. GCpt-0.18; MWFRS (directional) and CC Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 20-0-0, Exterior(2) 20.0-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 5 = 0%, joint 2 - 0%, joint 11 = 0%, joint 6 - 0%, joint 10 = 0%. joint 7 = 0%, joint 4 - 0%, joint 12 = 0%, joint 3 = 0%, joint 8 = 0% 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, 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 (jt=lb).2=302, 8=302- a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE Md•T47J raw. 10N1f2015 BEFORE USE. Design valid for use only with MTelala connectors. This design is baud only upon parameters shown, ana is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property mcrparste this design into the overall building design Bracing indicated is to prevent buckling of individual teas web andfr chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding in* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfrPl1 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd Salary Information avallable tram Truss Plate Institute, 2/6 N Lee Street, Sune 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hins/Margete II 1966A-TRAY 10ty Tt2189384 PKS 19888-T A2 HIP 1 1 Moo -intone Lumber, Bartow, FL 7 640 s Aug 16 2017 Mfrek Industries. Inc OctedO0416.22'50 2017 Page 1 ID: rfh1wM3Wq?GdreOMh4ZOxyq_6K-sGtaS3NRBOOSHShlkDNdCtLdeVsLIGMPGHoOpl ywdZ 6&5 12- 3 23 19.0.0 21-0-0 27.1.13 33.3.11 ID40 1 04 &&5 6-t-t3 61.13 6-1.13 6.1.13 5x5 = 6 00 12 5x5 = iv w u 14 io 12 w o 11 3.4 = 3x6 = Ix6 = 3x4 = 3x4 = 3,,4 = Scale - 1: 72.6 34 = LOADING ( psf) TCLL 20 0 TCDL 10. 0 BCLL 0. 0 ' BCDL 100 SPACING- 2- 0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0. 50 BC 100 WB 0 36 Matrix-M) DEFL. Vert( LL) Vert(TL) Horz(TL) in (loci) Vdefl Ud 039 14- 15 >999 240 0.84 14- 15 >573 180 0.18 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 4-14, 7-12 REACTIONS. (lb/size) 9=1660/0-7-8, 2=1660/0.7-8 Max Horz 2= 192(LC 11) Max Uplift9=-302( LC 12). 2=-302(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Philip J O'Regan. PE TOP CHORD 2-22=29321861, 3-22=2847/881, 3-4=2674/846. 4-23=1928/694, 5-23=18341715, FL License 58126 5-6=1648/ 681, 6-24=18341715, 7-24-1928/694, 7-8=2674/846, 8-25=-2847/881, 6904 Parke East Blvd. 9-25=2932/ 861 Tampa, FL 33610 BOT CHORD 2- 15--681/2646, 15-26=514/2195, 26-27=514/2195, 14-27=514/2195, 1314=-302/1682, 12-13-302/ 1682, 12-28=523/2123, 28-29=523/2123, 11-29=523/2123, 9-11=-690/ 2546 WEBS 3-15= 325/199, 4-15=88/549, 4-14-745/318. 5-14=203/623, 6-12-203/623, 7-12=745/ 318, 7-11-88/550. 8-11=325/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp B; End., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 19-". Exterior(2) 19-" to 21.0-0. Intenor(1) 25.2-15 to 41-0-0 zone,C-C for members and forces 8 MWFRS for reactions shown, Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss• has been designed for a live load of 20.Opsf on the bottom chord in -all areas where a rectangle-3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb).9.302, 2=302. 7) " Semi -rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vartly, design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PACE M&7473 rev. 10003/2016 BEFORE USE. Design valid for use Only with MTeli® connectors. This design is based only upon parameters shown• and is for an individual budding component, not a truss system Before use. the budding designer must verity the applicability of design parameters and properly dieorporne this design into the overall building design Sraang indicated is to prevent buckling of individual tons web and/or card members only Additional temporary and permanent bracing is always requited for stability and t0 prevent collapse won possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPi1 Quality Criteria. DSBd9 and SCSI Building Component 6904 Parke East BM Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Ory Ply Palk Sit HindlMargate II 1966A-TRAY T1218039S PKS19MB-T A3 HIP 1 1 all Mq-Flonea Lumber, Banow, FL 7 640 s Aug 16 2017 MiTek Industries, InC Wed OC 04 1622 51 2017 Pepe 1 ID:rFfrlwM3Wq')GdreOMh4ZDxyq_6K-KSRygPO3ykWiuFGxHwusl5umsvEZ1 cnYUxYZLTyVNdY ri1.0.4 8.OS 11.6.3 1-0-0 605 ii174i LX i, 2ii1133 i 3ii111311 i 1. j-0i3 6.0.5Scale - 1 *71 4 6.00 12 5x5 = Us = 5 24 25 6 is m a 14 - 12 3x4 = US= 3x6 = 3x4 = 3x4 = Us 3x8 = 9 4 17 do 23-0 0 31.2-12 i 40-0-0 i i i 9.4 &2. 12 i 2.12 69- 4 Plate Offsets OC. YI- 12,0-2-12.0.1-81. 14:0.2-8.0.3-01. (50-2-0.0-2-41 1670-6-0.0.2-81. 17:0-2-8.0-3-01. 19,0.2-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.64 11-12 >749 180 SCLL 00 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Weight: 221 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10.5 oc bracing. VVE8S 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2-1660/0-7-8.9=1660/0-7-8 Max Horz 2= 173(LC 11) Max Uplift2-302( LC 12). 9=302(LC 12) Philp J. , PE FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 812 FL License se58128TOPCHORD2- 22=2973/899. 3.22=2895/917, 3-4=2747/890, 4-23=2090751, 5-23-2014/770, 6904 Parke East Blvd. 5-24=1809f745, 24-25=1809l745, 6.25-1809/745, 6-26=2013r770, 7-26=20931'751. Tampa, FL 33610 7-8=2760/ 890, 8-27=2894/917. 9-27-2973/899 BOT CHORD 2- 15=729/2692, 15-28=586/2309. 28-29=-586/2309, 14-29=58612309. 13-14-401/1839, 12-13G401/1839, 12-30=595/2224, 30.31=-595/2224, 11-31-595/2224, 9-11=738/ 2589 WEBS 3.15= 287/174, 4-15=78/461, 4-14-637/279, 5-14=164/622, 6-12=159/689. 7-12=637/ 279, 7-11-78/460. 8-11=287/174 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=15rt; B=45R. L=24rt; eave=SR; Cat. il; Exp B; Encl., GCpt=0.18; MWFRS (directional) and C-C Extenor(2) -14)-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-" to 27-2-15. Interior(1) 27-2-15 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. 5) ' This truss has been designed -for a live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and -any other members, -with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=302, 9=302. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameters and MAD NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MIF7473 rev. tW3/201e WORE USE. Design valid for use only, with Mi re100 connector& Thisdesign is based only upon parameters shown, and is far an individual budding wmponem, not a wet system. Before use, the buildup designer must verily the SWI Cablltiy of design parameters end Property incorporate Ihu design into the overall budduip design Bracing indicated is to pmvem buckling of individual truss web and/or cnord members only Addsrottal temporary and permanent bracing rs always required for stability and to prevent collapse won possible personal injury and property damage For general guidance regarding the IN tabrxatan, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Intormabon available from Trios PI91e Institute, 218 N Lee Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sid Hms/Margate d 19664-TRAY T12189396 PKS19668-T A4 HIP 1 1 nce (optional! Mid -Florida Lumber, Banow, FL 7 640 s Aug 16 2017 MRek tndusfries. Inc wed Oct 04 16.22 52 2017 Pape 1 ID:rFhtwM3Wq?GdreOMh4ZDxyq_6K-of7KtIPh12eZWPr7re0511R74laKm9RijbH6twyW IdX 4q 5 45 I 10.23 15 0 0 I 20 0 0 I 254}0 I 29 9 13 34 7.11 I 40-0-0 4I1 1.0.0 5-a-5 49-13 a9•t3 5 0 50 4.113 a&13 5-5 1.400 05-0-0 5x5 = 1.5x4 It US = Scale - 170 7 14 tr do 13 zu Ju 12 34 = US = 54 = 34 I 10.2.3 J" I 20-0-0 9.13 I 29.9.13 I 4A0.0 9-9.13 1a2.3 Plate Offsets (X.Y)- r2:0-0-8.0-0-21, r5:0-2-8.0.2.41, n.0-2-8.0-2-41.110 0-0-8.0-0.21,113:04-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TIC0.38 Vert(LL) 0.34 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 084 Ven(TL) 0.74 13-14 >649 180 BCLL 0.0 ' Rep Stress Incr YES WB 045 Horz(TL) 0.16 10 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 221 Ile FT - 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. SOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8.10=1660/0-7-8 Max Horz 2=-153(LC 10) Max Upldt2=-302(LC 12), 10=302(LC 12) Philip J O'Regan, PE FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown FL License 58126 TOP CHORD 2-21=2996/946, 3-21-29361961. 3-4=2732/885. 4-22=2765/992, 5.22=2706/1008, 6904 Parke East Blvd. Tampa, FL 33610 5-23=2166/818, 6-23=2166/818, 6-24-2166/818. 7-24=2166/818. 7-25=-2707/1008. 8-25=2766/992, 8-9=2733/885, 9.26-29381961, 10.26=2997/946 BOT CHORD 2-14-774/2728, 14-27=-472/2034, 27-28=-472/2034, 13-28=472/2034, 13-29=-481/1968, 29-30=-481/1968, 12-30=-481/1968, 10-12=783/2614 WEBS 3-14=292/176, 4-14=326/234, 5-14-293/838, 5.13=95/486, 6-13-337/178. 7-13=95/486. 7-12=293/838. 8-12=326/234, 9-12=292/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.0psf; h=15ft, B=45f . L-24ft; eave=5ft; Cat. It: Exp B; Encl., GCpi=O.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 29-2-15, Interior(1) 29-2-15 to 41-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 fir 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 (jt=lb) 2=302, 10=302. 7) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MLL7473 rev. 10103/2015 BEFORE USE. 1 Design valid for use only with MfTek* 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 vendy the applicability of design parameters and properly indorporate this design into the overall budding design. Bracing indicated IS to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IS always required for stabday and to prevent Collapse with possible personal injury and property damage For general guidance regarding the u fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria. OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Trans Plate Institute, 218 N Lee Street, Suite 31 Z AlerAndna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HnisMargate It 196SA-TRAY I T1216939) PKS19668-T A5 HIP 1 Job MiGFlonda Lumber, Banaw, FL 7.540 s Aug 16 2b1 I Mi1ek Industries. Inc. Woe VC W 16 [l bJ 2V1 I edge 1 ID.rffrtwM3Wg7GdreOMM12Dxyc _6K-GrYiSSPJULmO8ZPKPLxKgWz4ny1 VZJryFt gPMywdW s1.0•tf 6-9.4 1 1380 2040 27.0.0 33.2-12 1 40.0.0 it1.40 6-9.4 &2.12 7 0 700 6-2.12 &9-4 100 Scale = 1:70.7 Sx8 - 1 5x4 II Sx8 = 4 23 24 5 25 25 6 14 13 12 r. 11 10 3x8 1 5x4 II 30 = 538 = 3x4 = 1 5x4 II 3 LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/rP12007 CS1. TC 0.69 SC 0.74 WB 0 54 Matrix-M) DEFL. in (loc) Udeft Ud Vert(LL) -0.19 12 >999 240 Ven(rL) -0.51 12-13 >943 180 Horz(TL) 0.19 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing WEBS 20 SP No 3 REACTIONS. (lb/size) 2-1660/0-7-8, 8=1660/0-7-8 Max Horz 2=134(LC 11) Max Uplift 2-302(LC 12). 8=302(LC 12) FORCES. Ili -Max.Coin /Max. Ten. -All forces 250 Ili or less except when shown. P• ( ) fn Philip J se W2 , PE FL License 58128 TOP CHORD 2-21-2967/924, 3-21=2881/945, 3-22-2447/831. 4-22=2359/847, 4-23=2438/911. 6904 Parke East Blvd. 23-24=24381911. 5-24-2438/911. 5-25=2438/911. 25-26=2438/911. 6-26-2438/911. Tampa, FL 33610 6-27=-2359/847, 7-27=2447/831, 7-28=2881/945. 8-28=2967/924 BOT CHORD 2-14=751/2577, 13-14=751/2577, 13.29=-536/2125, 12-29=536/2125, 12-30=545/2116, 11-30=545/2116, 10-11-759/2577, 8-10=-759/2577 WEBS 3.13=539/245, 4-13=-80/462, 4-12=1681570. 5-12=-479/245, 6-12=168/570, 6-11=-80/462, 7-11=539/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vull=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24ft, eave=5ft; Cat. 11; Exp B; Encl., GCpi=O.18, MWFRS (directional) and C-C Exterior(2) -1 -0-0 to 2-0-0, Intertor(1) 2.0-0 to 13-0-0. Extenor(2) 13-0-0 to 31-2-15. Interior(1) 31-2-15 to 41-0-0 zone;C-C for members and forces S 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (t=lb) 2=302, 8=302. 7) "Semi -rigid pitchbreaks including heels" Member end fully model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vertly design parameters and READ NOTES ON nfi$ AND INCLUDED WTEK REFERENCE PAGE 116167471 rev. taOMOtS BEFORE USE. Design valid for use any with Mnekm connectors This design is based only upon parameters shown• and is for an individual budding wmponem, not a truss system Before use, the budding designer must venty the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andlof chord members only Additional temporary and permanent orating is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems• see ANSVtPil Quality Criteria, OSS49 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute. 21a N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq rlm uuargste 11 1966A-TRAY Jolly T72t6939aIPKS1986&T AST SPECIAL 1 1 Job Reference (optional) Mk/-Fkinds Lumber. Bartow, FL 7.64o s Aug 16 2017 MRsm ekIndues. Inc Wed Oa 04 16 22.54 2017 Page 1 10: rfh1wM3Wq?GdreOMh4ZDxyq_6K-kl651ROxffuHILWz3SZNl WHI6FMEwG?AumDyoyWldV 1 8-8.4 11.0-0156-4 20-0.8 246.4 29.0.0 34.2.12 40-0-0 41 140 4-114-0.14 2.312 4$4 4 8 4 4.5 12 4112 52.12 5 9 4 0 0 Sx5 = 3x4 = 2x4 II 3x10 = 5x5 = 5 31 632 7 8 33 34 9 22 21 3xB = 17 16 1D 14 13 34 = 012 = 2x4 II LOADING ( psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 'Except' 4- 21,7-17 2x4 SP No.3, 18-20: 20 SP No.I WEBS 2x4 SP No.3 *Except' 16- 18 2x4 SP No 2 REACTIONS. ( lb/size) 2=1661/0-7-8, 11-1659/0-7-8 Max Horz 2=128(LC 11) Max Upldt2-302(LC 12), 11-302(LC 12) 2x4 II 54 = 44 = 1 5x4 II 34 = Scale - 1.72 0 34 = CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TC 0.52 Ven(LL) 0.28 18.19 >999 240 MT20 244/190 SC 0.93 Vert(TL) 0.88 18-19 >544 180 WB 0.94 Horz(TL) 0.28 11 n/a n/a Matnx- M) Weight 238 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD Rigid calling directly, applied or 2-2-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-2972/930, 3.29=-2898/944, 3-30=-3555/1161, 4-30=-3501/1169, 4-5-3099/1045, 5- 31-2775/968, 31-32=2775/968, 6.32=2775/968, 6.7=3453/1179. 7-8=3429/1175. 8- 33=2266/852. 33-34=2266/852. 9-34=2266/852, 9-35=2511/889, 10-35=2584/872, 10- 36=2909/962, 11-36=2987/944 BOT CHORD 2-22=756/2592, 4-20=167/525, 19-20=-894/3155, 18.19=900/3248, 7-18=258/129. 15- 16=737/2683, 14.15=-737/2683, 13-14=-783/2602, 11-13--783/2602 WEBS 3.22=-648/245, 20-22=734/2464. 3-20=141/594, 4-19=677/310. 5.19=363/1186. 6- 19=-767/286, 6.18=-58/369, 16.18=-702/2656, 8-18=296/1082, 8.16=526/190, 8- 1 4=764/236, 9-14=-245/849, 10-14=-427/198 Philip J CrRegan. PE FL License 58126 6904 Parke East Blvd Tamps, FL 33610 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=40ft; eave=5ft, Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 34).0, Interior(1) 3-0-0 to 11-". Exterior(2) 11-" to 33- 0-0, Interlor(1) 33-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate gnp 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 joint(s) except (jt=lb) 2=302. 11= 302 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • VarNy daslgn parameters and READ NOTES oN rmS AND INCLUDED MITEK REFERENCE PAGE A1I1•7473 rsv. 10,V"01S BEFORE USE. 1 Design valid for use only with M?ek® tonnadors. This design IS based only upon parameters shown, and is W an indrvndual budding component, not R1M a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIrrPh Quality Cmerta, OSS49 and SCSI Building Component 6904 Plate East Blvd Safety Information available from Thus Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslMargme 11 196SA•TRAY I T12189399 PKS19668-T A7T SPECIAL 1 Job w . .. .a., . ID:,Fft.M3Wq'Gifre0MM2Dxyq 6K-CEgTWmRZOzOSNs7iWmzovx3SBWbBzM68PYWnUEyWIdU 1 4 8.8-4 0 14.8.4 20.0.8 25.8.4 31.40 352-12 d0-0.0 , 1.0.0 4.7.8 4. ,- 4. 0- 12 5$4 54" SS12 SS72 4.2.12 49.4 1-0- 3x5 11 2x4 I I Sx5 = 3x4 = 34 = 3x5 = Sx7 = 8.00 12 4 5 31 32 633 7 8 934 35 38 10 s-, 22 3x5 = 5x12 = 21 US = 17 16 IS 14 2.4 II 24 II Big = US = 30 = Scale e 1 71 9 4x5 = LOADING (pso TCLL 20.0 TCOL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.58 BC 0.96 WB 096 Matrix-M) DEFL. Vert(L-) Ven(TL) Horz(TL) in (loc) Vi Ud 0.39 18-19 >999 240 0.98 18-19 >492 180 0.31 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc punins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-21,18-20: 2x4 SP No.1, 4-21.8-17: 2x4 SP No.3 WEBS 2x4 SP No 3 'Except' 16-18: 2x4 SP No.2 REACTIONS. (lb/size) 2-1661/0-7-8, 12=1659/0-7-8 Philip J. O'Regan, PE FL License 58126 Max Hoe 2=107(LC 11) 6904 Parke East Blvd. Max Uplift2-303(LC 12). 12=301(LC 12) Tampa, FL 33610 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-29-2942/948. 3.29=2844/962, 3-30=3541/1152, 4-30=3530/1165. 4-5-3123/1078, 5.31=-4092/1372, 31-32=4092/1372, 32-33=-4092/1372, 6.33=-4092/1372, 6.7=4398/1473, 7-8=4398/1473, 8-9=-4351/1461, 9-34=3171/1119, 34-35=-3171/1119, 35-36=3171/1119, 10-36=3171/1119, 10.37-2704/927, 11-37-2716/911, 11.38=2887/1025, 12-38-2961/1011 BOT CHORD 2-22=774/2569, 4-20=-157/629, 19-20=-855/3085, 18-19=1167/4092, 8-18-320/159, 15.16=675/2385, 14-15=-675/2385, 12-14=-846/2583 WEBS 3-22=-691/262, 20-22=761/2533, 3-20=114/638, 5.19=389/1282, 6-19-567/251, 6.18=122/432, 16.18=-875/3009, 9-18=399/1384, 9-16-1124/411, 10-16=349/1097, W-14=40/313 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=3.0psf, h=15ft; B=45ft: L=40ft, eave=5ft; Cat. II; Exp B; Encl., GCpi=O.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 3.0.0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-" to 35-0-0. Interior(1) 35-0-0 to 41-0-0.zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 joint(s) except (jt=Ib) 2=303, 12=301 7) "Semirigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Varfly, design parameters and READ NOTES ON TIOS AND INCLUDED AOTEK REFERENCE PAGE M11.7472 rev. 10N312015 BEFORE USE. Design valid tot use only with MfTek® connectors. This design is based only upon parameters shown, and is fix an mamdual buildup component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and properly intofporate this design tnto the overall budding design. Bracing indicated is to prevent bucklalg of individual truss woo Ondlot chord members only. Additional temporary and permanent bracing iTJwlaa ds always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding theN:F fabrication, storage, delivery, erection are bracing of brasses and truss systems. see ANSVTPII Quality Crhorle, DSBa9 and BCSI Building Component 6904 Parke Fast Bha, Safety Information available from Truss Plate InsdNe, 218 N. Lee Street. Sure 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmeMargme II 1966A•TRAV T12189400 PKS1966B-T A?T SPECIAL 1 vr.wa. w.nwi, wnvw, ram. —ij io Avis mu ex meuseas, in. urea w w to.Acar cull rape r 10 rFfnwM3Wq)GifrcOMh4tDxyg_6K-9coDwSSgXaGsd/y5e8'7G IM8kdJGIRIrRts?tY7yWidS 1 3.9.4 7-OO 8$4 12.5•t 1&3.10 20.0.9 2a-4.15 28.7.9 33.0-0 3&2.12 40.0.0 1 1aY0 3.9.4 3.2.12 1-8.4 3.8.13 310.9 3•&1a a-4.7 a2-tt 3.2•t2 -40 axe = 4x5 = 8 00 12 4 5 %1 5x9 = 3x4 = 1 Sx4 II 4z5 = 3x6 = 1.50 II 5x7 = zit 6 v ie wt 7 z7 8 to a 10 An AlAl 11 Al AA 12 Scale = 1:72 0 i 11 hm I 00. im! al Imi, 34 = w 11 '. 25 246x12 = 4z4 = 602 MT20HS = 19 51 52 18 53 54 17 55 56 16 2x4 II 4x8 = 30 II 7x8 axe = 3x4 = 64 = 3,6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TC 0.77 BC 0.92 WB 0.89 Matrix-M) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Udell Ud 0.59 20-21 >811 240 1 48 20-21 >324 180 0.40 14 n/a n/a PLATES MT20 MT20HS Weight 467 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing direly applied or 2-10.9 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. 20-23 2x6 SP No. 1, 17-19: 2x4 SP No.1 WEBS 2"SP No.3 *Except* 23-25,4-23.18-20. 2x4 SP No.2 REACTIONS. (lb/size) 2-3118/0.7-8, 14=3045/0-7-8 Philip J O'Regan, PE Max Horz 2=-85(LC 23) FL Ucense 58126 Max Upltft 2L670(LC 8), 14--657(LC 8) 6904 Parke East Blvd. Tampa, FL 33610 FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5896/1269, 3-4=5862/1267, 4-5=-8530/1831, 5-32-11134/2378, 32-33=11134/2378. 6-33-11134/2378, 6-34-12431/2650. 34-35=12431/2650, 35-36=-12431/2650, 7-36=12431/2650, 7-37=12431/2650, 37-38=12431/2650. 8-38=1243112650, 8-39=12286/2638. 9-39=12286/2638, 9-10=12286/2638. 10.40=7243/1592, 40-41-7243/1592, 4142=7243/1592, 1142=7243/1592, 11-43=-7244/1592,43-44=-7244/1592,1244=-7244/1592,12-13=5741/1247. 13-14=5782/1248 BOT CHORD 2-25=1058/5145. 24-25=111/504, 5.23=1601/346, 23.45=1748/8696, 45.46=1748/8696, 22-46=1748/8696, 22-47-2259/11134, 4748=2259/11134. 21ri8=2259/11134, 21-49=2548/12450, 49.50=2548/12446, 20-50=-2547/12444, 8-20=345/121, 19-51=167/875, 51-52=167/875, 18.52=167/875, 18-53=-1734/8497, 53-54=173418497. 17-54=-1734/8497, 17-56-1019/5140. 55-56=1019/5140, 16-56=1019/5140, 14-16=1040/5048 WEBS 3-25=180/256. 4-25-33861731, 23-25=1134/5807, 4-23=1333/6496, 18-20=1613l7844, 10-20=915/4416, 10-18=1728/445, 10-17=1662/342, 11.17--461/190, 12-17=585/2740, 12.16=1/464, 13.16=188/252, 6-22=1094/255,-5-22=607/2915, 6-21=323/1567 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows 20 - 1 row at 0-9-0 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 it noted as front (F) or back (B) lace in the LOAD CASE(S) section. Ply to ply printed copies of this document areconnectionshavebeenprovidedtodistributeonlyloadsnotedas (F) or (8), unless otherwise indicated. p 3) Unbalanced roof live loads have been considered for this design not considered signed and sealed and 4) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=4011; eave=5ff; Cat 11; the signature must be verified on Exp 8, Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 any electronic copies 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated 0 WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED NTEK REFERENCE PAGE au1.7473 M. 1""015 BEFORE USE. 1 Design valid for use only, with MTek® connectors This design is based only upon parameters shown• and is for an individual budding component, not a truss system. Before use• the Dunding designer must vent' the appicabady of design parameters and property incorporate this design into the overall bin ling design. Bracing indicated is to prevent buckldq af irWividwl Was web and/or alero members Ordy Adddleal temporary and pemtaerM Ixaartp kA: is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the f fabrication, storage, delivery, erection and braang of trusses and truss systems. a" ANSVrPlt Quality Criteria, OSBa9 and SCSI Building Comportem 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexander, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmstMargale II 1968A-TRAY T72189e00IPKS19668-T AST SPECIAL 1 n Mid•Flands Lumber, Bartow, FL 7.e4o s Aug 16 2d17 MITek mouWes, me woo W e4 16'T2'oa zoi i Yage 2 I D.rftr1wM3Wq?GdreOMh4ZDxyq_6K.dpMbBoTS IuOiEKI HCvWVXZhvNicXAl4aSV*RSZyWldR NOTES- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrfl at joint(s) except ()1=Ib) 2=670. 14=657. 10) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 178 lb up at 7-0-0. 35 lb down and 24 lb up at 9-0-12, 35 Ib down and 24 Ib up at 11.0-12, 35 Ib down and 24 Ib up at 13.0.12, 35 Ib down and 24 Ib up at 15-0.12, 35 Ib down and 24 Ib up at 17-0-12, 35 Ib down and 24 Ib up at 19-0.12. 104 lb down and 88 lb up at 20.114, 104 Ib down and 88 Ib up at 22-114, 104 Ib down and 88 Ib up at 24.11-4, 104 lb down and 88 lb up at 26-11-4, 104 lb down and 88 lb up at 28-114. and 104 lb down and 88 lb up at 30-11-4, and 197 lb down and 178 lb up at 33-0-0 on top chord, and 332 lb down and 76 lb up at 7-0-0, 176 lb down and 57 Ib up at 9.0.12, 176 Ib down and 57 Ib up at 11.0-12. 176 lb down and 57 lb up at 130-12. 176 lb down and 57 lb up at 15-0-12. 176 lb down and 57 lb up at 17-0-12, 176 Ib down and 57 Ib up at 19-0-12, 66 lb down at 20-114. 66 lb down at 22-114, 66 lb down at 24-11-4, 66 lb down at 26.11-4. 66 lb down at 28.114, and 66 Ib 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 (pIf) Vert: 1-4=60, 4-12=60, 12-15=-60, 24-26-20. 20.23=-20, 19-29=20 Concentrated Loads (Ib) Vert: 4=148(B) 9=97(8) 12-148(8) 25=332(B) 16-332(8) 39=97(B) 40=-97(8) 42=97(B) 43=-97(8) 44=97(8) 45=176(B) 46-176(B) 47=-176(8) 48=-176(B) 49-176(8) 50=176(8) 51=-41(8) 52=-41(8) 53= 41(B) 54=41(8) 55=41(8) 56=-41(8) 0 WARNING - Verify design Paramsrers and READ NOTES ON TAUS AND INCLUDED WTEK REFERENCE PAGE 011147473 rsv. t0uOW016 BEFORE USE. 1 Design valid for use only with Meek* Connectors This design is based only upon parameters shown, and is for an dldrvidual building component, not a truss system Before use, the building designer moat verdy the applicability of design parameters and property incorporate Ina design into the overall budchng design. Bracing indicated is to prevent buckling of individual Vuss web and/or Chord members only Addilnutal temporary and permanent bracing hMWiTds.laA is always required for stability and to prevem collapse with possible personal injury and property damage For general guidance regarding the 4iR1IAti:l i fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSVTP11 Oustlty CAteda, OSS49 and SCSI Building Component 6904 Parke East ShodsafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandre, VA 22314. Tampa. FL 36610 Job Truss Truss Type Ply Park Sq Hms/Marpate 11 1966A-TRAY 10ty T12189401 PKS1966&T A9 HIP 1 1 Mxr-morlba Lumber, (senor, rl.. 6.7-0 6-0-8 6.0.6 2.8-0 6.0.8 e.00 12 5x5 = 5xe = 5 6 1.6ou a Arg 16 Lbl r MI I eR IngYalrlea. Inc. vveo i ire m.L1'ie Lul r stage 1 6.G8 6.7.0 Scale = 172.2 15 2tl Z7 74 13 12 Ztl Ztl 11 3x4 = 4x6 = 3x4 = 3,6 = 34 34 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Ven(LL) -0.32 11-12 >999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.77 11-12 >622 180 BCLL 00 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014frPI2007 (Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0.7-8 Max Horz 2-189(LC 10) Max Uplifl2=302(1-C 12), 9=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-22=2939/870, 3-22=285SM90, 3-4=2686/856. 4-23=1956I702, 5.23=1863/723, 5.6=1674/698. 6.24=-1861/723, 7-24=1954/702, 7-8=2687/856, 8-25=2855/890, 9-25=2939/870 BOT CHORD 2-15=690/2641, 15-26=529/2203. 26.27=-529/2203, 14-27=529/2203, 13-14=-324/1681, 12-13=-324/1681,12-28=-538/2142,28-29--538/2142,11-29-538/2142. 9-11--699/2554 WEBS 3.15=322/192, 4.15=-87/529, 4-14=720/307, 5-14=207/634. 6-12-185/662. 7-12=723/308, 7-11=-88/532, 8-11=321/192 PLATES GRIP MT20 244/190 Weight 229 lb FT - 20% Structural wood sheathing directly applied or 3-1-7 oc purlins. Rigid ceiling directly applied or 2.2-0 oc bracing. Except: 10-0.0 oc bracing: 12-14. 1 Row at midpt 4-14, 6-14, 7-12 Philip J O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=15ft, B=45ft; L=24ft, eave=5ft; Cat it: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0-0 to 18-8-0, Exterlor(2) 18-8-0 to 21-4.0, Interior(1) 25-6-15 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been.designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide -will fit between the bottom chord and any other members, with SCOL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 2=302, 9=302. 7) "semi -rigid p6chbreaks Including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies www" O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 ray. 160312015 BEFORE USE. Design vale] for use only with M1Tek® connectors This design is based only upon parameters shown, and 13 for an individual building cdmponem, n61 a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indivldwl truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible pafaonal injury, and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVrPl1 Quality Criteria, OSS49 and SCSI Building component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 210 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Park Sq HmsMlsigata 11 1966A•TRAY 10ty 11ply Tt2t89402IPKS1966&T A10 HIP 1 1 MbFlonds Lumber, Bartow, FL 7 640 s Aug 16 2017 MITek Industries, Inc wed 00 04 16.22.45 2017 Page 1 10 rFfrnvM3Wq)GrfrcOMh4ZDxyq_6K-Vl4hPMJIMumZAKonxgnSVgehuUBfdvAg6?5F7qyWlde 1 6.11-0 11.3f 16.8-0 *02 2841.8 34.1-0 40-" 1 1 S+B 5+8 6-&0 5-4.8 5+8 5.11.0 1.0.0 Seale = 1:71.4 M06 8.00 F12 5x5 5x8 = a 24 25 6 u co cut 14 w 12 3x4 = 3x8 = 16 3x4 = 3x4 = 3x8 = 3x8 = 18-&0 234.0 I 31-4-12 1 40-0-0 I 7.4 4? 812 I! 6412 &7 1 Plats (XY)- te offse 12 0-2-12 0-1-81 14:0.2-a 0-3-01 1570-2-8 0-2.41 16-a6-0 0-2-8t ma2-e 0-3-0t 19•0-2-12 0-1-81 LOADING (pso SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 082 Vert(LL) -024 14-15 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ven(TL) -0.61 11.12 >791 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(rL) 0.18 9 n/a n/a BCOL 10.0 Code FBC2014f rP12007 Matrix-M) Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-14 REACTIONS. ( lb/size) 2-1660/0.7-8, 9=1660/0-7-8 Max Horz 2=169(LC 11) Max Uplift2=302(LC 12), 9=302(LC 12) Pnllrp J O'Reeggan. PE FL License 5 8126 Comp./ Max. Ten. -All forces 250 (lb) or less except when shown. FORCES. (lb) -Max. Coin P6904 Parke EastBlvd TOP CHORD 2-22=2979/905. 3.22=2902/922, 3-4=2758/896, 4-23=21221760. 5.23-2046/778, Tampa, FL 33610 5- 24=1838!)52, 24-25=1838/752, 6.25-1838/752, 6-26=2047f778, 7-26=-2122l760, 7- 8=2771/896, 8-27=2902/922, 9-27=29791904 BOT CHORD 2-15=734/2693, 15-28=-595/2322, 28.29=595/2322, 14-29=596/2322, 13.14=414/1866, 12- 13=-414/1866, 12-30=603/2240, 30-31=-603/2240, 11-31--603/2240, 9- 11=743/2595 WEBS 3-15=281/171, 4-15=77/445. 4-14=6161273. 5-14=155/616, 6-12=153/687, 7- 12=-616/273, 7-11=77/444, 8-11-281/171 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=4.2pst; BCDL=3.Opsf, h=15ft; 8=45ft; L=24ft; eave=5ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-0-0. Interior(1) 2-" to 16-8-0, Exterior(2) 16-8-0 to 27- 6-15, Interior(l) 27.6-15 to 41-0-0 zone,C-C for members and forces 6 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 allreas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between The bottom chord and any other members, with BCOL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=302, 9= 302. 7) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Varlly design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERENCE PAGE WI.7472 raw 1400=015 BEFORE USE. 1 Design valid for use only with MITeIu® connectors This design is based only upon parameters shown, and Is for an individual budding component, (al a truss system. Before use, the budding designer must vertly, the applicability of design parameters and properly Incorporate this design into the overall budding design Bracing indicated is to prevent buckling of Individual truss web and/or word members only Adde10nat temporary and Permanent braving is always faqulted for suability and to prevent collapse with Possible Personal Injury and property damage For general guidance repairing the - fabncation, storage, delivery. erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, OSS-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street, Suite 312, Mexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sit Mmsimargete II I986A-TRAY T121e94o3 PKS1966B.T All HIP 1 1 Mid-Flonda Lumber. Banes. FL 7 640 s Aug 16 2017 MiTek Industries, Inc. Wed Oct 04 1622 46 2017 Page 1 ID.rFfttwM3 Wq?GdreOMh4ZDxyq_6K-zVd3dhKw7CuOoUN_VNJh218rxuZXML6pL(gofGyWIdd 1 7.7.4 t4-e-0 20.0.0 32.4.12 40.0.0 1 1 7.7.4 7-412 5.4.0 5-0 7.0.12 7.7.4 1-00 Scale = 1:70.7 5A = 1.Sx4 II Sxe = 23 5 24 6 14 13 ` r 12 `. 11 10 34 = 15.4 II 3x4 = Sire = 3x4 = 1.5x4 II US 7.7.4 14-&0 20•a-0 i 40.0.0 71-4 I 7-0.12 5.4.0 I !!95.4.0 7.0.12 7.7-4 Plate Offsets (X.YI- 14:0-6-0.0.2-81. 16.0-6-0.0.2-81. 112:0.4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 087 Ven(LL) 0.18 12 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) 0.48 13-14 >997 180 BCLL 00 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-M) Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=150(LC 10) Max Upldt 2--302(LC 12). 8=-302(LC 12) Philip J O'Regan, PE FL License 58126 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. 6904 Parke East Blvd TOP CHORD 2-21=29341894. 3-21=27641918. 3-22=2314/789, 4-22-2209/805. 4-23=2132/826, Tamps, FL 33610 5-23=2132/826, 5-24=2132/826, 6-24=21321826. 6-25=2209/805. 7-25=2314/789, 7-26=2764/918, 6-26=2934/894 BOT CHORD 2-14=719/2541, 13-14=719/2541, 13.27=-475/1983, 12-27-475/1983, 12-28=-484/1983, 11-28--484/1983, 10-11=-728/2541, 8-10=728/2541 WEBS 3-14=0/284, 3-13-647/278, 4-13=-95/490, 4-12=112/399, 5-12=347/173, 6.12=112/399, 6.11=95/490, 7-11=647/278, 7-10=0/284 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, BCDL-3 Opsf, h=15n; 8=45n; L=24n; eave=5n; Cat It. Exp B. Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-" to 2-0.0, Intenor(1) 2-" to 14-8-0, Exterior(2) 14-8-0 to 29-&15, Interior(1) 29-&15 to 41-0-0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 SCOL = 1 O.Opsf. 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. 8=302. 7) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameters and READ NOTES ON Pas AND INCLUDED MITEK REFERENCE PAGE Ml1.747.E rev. 10iDYt01S BEFORE USE. Design valid tot use only with MiTek® connec ors This design to based only upon parameters shown, and is ldr an individual buildup component, not a truss system Before use, the budding designer must verity the applicability of design parameters and $Mpetly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord member Dory. Additatlal temporary and pemlanem bracing li is always reguued lot stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII PH Quality Criteria, OS13-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available tram Truss Plate Institute, 218 N. Lee Street, Suite 312, Maxandna, VA 22314 Tamps, FL 36610 Job Truss Truss Type Ply Park SitHmslMargate II 196SA-TRAY 10ty I T12189404 PKS1966B-T Al2 SPECIAL 1 1 Ma -Fronds Lumber, Bartow, FL. 7.640 s Aug 16 2017 Wilk IndusViea. Inc wed Oct 04 1622,47 2017 Page 1 10:,FhmM3Wq?GdreOMh4ZDxyq_6K-RhBRg 1 LYuVOHOeyA25gwbFl*)EHsW5rozZJaMCViMde 784 1443-0 1&4.1 21.8-4 27.4-0 33-12 40.0.0 1 0.0 784 8.11.12 1.10-0 5.43 5.7.12 6-012 8-7-4 1 5.5 II Sx5 = 1 Sx4 11 5xe = Scale = 1:72.0 io co - 15 ii i• 13 oc 12 11 3x8 = 3x4 = 5x5 = 3x8 = 3x8 = 30 = 1 Sx4 11 3,6 5•S i 1&4.1 21A•4 27-" 33-12 2I141 8-ta9 1 5+3 1 1 t0 I 5-7.12 1-0 &7.4 Plate Offsets (X.Y)- 12:0-4-12.0-1-8L17.0.6-0.0-2-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.23 15.16 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 094 Ven(TL) 0.54 15-16 >881 180 BCLL 00 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) 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.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 5.15. 5-13 REACTIONS. (lb/sae) 9=1658/0-7-8, 2=1662/0-7-8 Max Horz 2=148(LC 11) Max Uplift9=302(LC 12), 2-302(LC 12) Philip J. O'Regan, PE FL Ucense S8126 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 6904 Parke East Blvd TOP CHORD 2-23=29061870. 3.23-2743/893. 3-24-2710/902. 4-24-2612/913. 4-5=2594/937, Tampa, FL 33610 5-6=24%/880, 6.25=2456/880, 25-26=-2456/880, 7-26=2456/880, 7-27=2377/816, 8-27-2464/805. 8.28=2885/900, 9-28=2969/879 BOT CHORD 2-16=-W7/2592, 16.29=454/2046, 29-30-454/2046, 15-30=-454/2046, 15-31=-576/2424, 14.31=-576/2424, 13.14=576/2424, 13-32=527/2132, 12-32=527/2132, 11-12=720/2581, 9-11=720/2581 WEBS 3.16=402/249, 4-16=204/640, 4-15=518/1627, SAS=-1377/537, 5.13=75/273, 6.13=377/197, 7-13-171/542, 7-12=74/431, 8-12=526/221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10: Vu11=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL=3.OpsQ h=15f , B=45R, L=24111; eave=5t1, Cat 11; Exp B; Encl., GCpi=O 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 304-0, Interior(1) 30-4-0 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 pst bottom chord live load nonconcufrent 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 reCangle 3-6-0 tall by 2-0-0.wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate -capable of withstanding 100 lb uplift at joint(s) except (t=lb) 9=302, 2-302 7) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verily assign parameters end READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE a111-7473 rev. 14003/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for snutdtvidual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or Chord members only. •Additional temporary and permanent bracingORisalwaysrequiredforstabilityandtopreventcollapsewantpossiblepersonalinjuryandpropertydamage. For general guidance regarding the istincetion. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Ouallty Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute, 216 N Lee street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sit Hms/kdargate II 1966A-TRAY T121UQSlJob IPKS19660TA13SPECIAL11 Reference tootionall Mid-Flonde Lumber, Bartow, FL. 7 640 s Aug 16 2017 MITek Industries, Inc Wed 00 04 16.22 46 2017 Page 1 ID:rFhiwM3Wq?GtfrcOMh42Dxyq 6K-vAlp2NLAfp6B1oXMCOL97SGOChCwg096ozJvkSyVvldb 0 7 4 14.6.0 18.4-t 23-B-4 29.4-0 34.4.12 40.0.0 1 00 714 6-11-12 3-10-0 5.43 5.7.12 5.012 57-4 1 Scale = 1:72.0 25 10 31 3z 15 14 13 12 11 34 i 3x4 — Sx5 = 4x8 — 3x8 3x4 = 1 5x4 II 34 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 125 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2'Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/stze) 2=1662/0-7-8, 9=1658/0.7-8 Max Horz 2=148(LC 10) Max Uplift2=302(LC 12), 9=302(LC 12) DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.35 15-16 >999 240 MT20 244/190 Vert(TL) -082 15-16 >583 180 Horz( TL) 019 9 n/a n/a Weight 215 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=2916/879, 3.23=2749/902, 3-24=2722/911, 4-24 =2613/923. 4-25=-3131/1133, 5- 25=3223/1122, 5-6=2832/986, 6-26=-2832/986, 26-27=2832/986, 27-28=-2832/986, 7- 28=2832/986, 7-29=2543/865, 8-29=2612/854, 8-30-2913/927. 9-30-2990/910 BOT CHORD 2-16=680/2526, 16-31=-453/1976, 31-32=-453/1976, 15-32=-453/1976, 14-15=-765/2894, 13- 14=765/2894, 12.13=599/2280, 11-12-752/2606, 9-11-752/2606 WEBS 3-16= 406/250, 4-16=200/711, 4-15=-654/1937, 5-15-1576/626. 5-13-252/53, 6- 13-376/197. 7-13=251f763, 7-12-68/371, 8-12=391/176 Philip J. aRegan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 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=Sft; Cat it. Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-". Interior(1) 2-" to 14-6-0, Exterior(2) 14-6-0 to 17- 6-0. Intenor(1) 18-4-1 to 41-0-0 zone,C-C for members and forces 6 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, 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 (talb) 2=302, 9= 302. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design Paramwwa and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 rev. 1"31201 a BEFORE USE Oesign valid for use only with MTelob 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 vent' the applicability of design parameters and property incorporate this design onto the overall budding design. Bracing indicated is to prevent bucIding of individual truss web and/or chord members onty. Additional temporary and permanent bracing is always required for =ability and to prevent collapse with possible personal injury and propety, damage For general guidance regarding the tabneation. Storage, delivery, erection and bracing of trusses and truss systems. see ANSM11 Oualtry Criteria. OSS-89 and SCSI Building Component 6904 Paris East Blvd. Safety Information available tram Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HIRO"191113e 11 1966A-TRAY T12169406 PKS19668-T A14 SPECIAL 1 1 Ms1-Floras Lumber, eanow, FL 7 640 s Aug 16 2017 MITek Industries, Inc Wed Oct 04 16 22 46 2017 Page 1 ID rFhiwM3Wq?GdreOMh4ZDxyq_6K vAlp2NLAfp861oXMeoL97SGBghCMgGZ6ozJvk8yVAdb 7•&4 14$-0 20.4.1 25.10.0 LX_ 354-12 407 0 1 t}0 76.4 &11.12 5.10-0 54 0 580 4.012 4-7.4 1 Scale - 1:72.0 5x5 = 16 15 -. 13 12 11 34 1.5x4 II 34 = 3x3 MT20HS = 3x10 = 3x4 = 3x8 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 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 FBC2014/TP12007 CSI. TC 084 BC 0.90 WB 0.76 Matrix-M) DEFL. in (loc) I/deft Ud Vert(LL) -0.29 13 >999 240 Vert(TL) -074 12-13 >651 180 Horz( TL) 0.22 9 n/a n/a PLATES MT20 MT20HS Weight: 210 lb GRIP 244/ 190 187/ 143 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 direly applied or 5-11-12 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 5.15 REACTIONS. ( lb/size) 2=166110.7-8, 9=165910.7-8 Max Horz 2-148(LC 10) Max Uplift2=304(LC 12), 9=301(LC 12) Philip J. aRegan, PE FL License 58126 FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 6904 ee Le331081vd. TOP CHORD 2-23=29251852. 3-23=28301876, 3-24=2337/778, 4-24=2230/790, 4-25=22321785, 5. 25=2307/774, 5-6=3287/1106, 6-26=3287/1106. 26-27-3287/1106. 7-27=3287/1106, 7- 28-2695/896. 8-28=2734/884, 8-29=2907/979, 9.29=29781966 BOT CHORD 2-16=-059/2531, 15.16=659/2531, 14.15-987/3570, 13-14=987/3570, 12.13=98613573, 11- 12=657/2414. 9.11=807/2600 WEBS 3.16=0/270, 3-15=-634/251, 4-15=-487/1615, 5-15-1964/685, 5-12=367/94, 6. 12=363/190, 7-12=358/1117. 7-11-29/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsh h=15ft; B=45ft; L=24ft; eave=5ft, Cat 11; Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 14-641. Exterior(2) 14-64 to 17- 6 , Interior(1) 20-4-1 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) 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 live loads. 6).' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by.2-0-0-wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=304. 9= 301. 8) " Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Varlly design parameters aru! READ NOTES ON TIdS AND INCLUDED MITEK REFERENCE PACE A047173 rev. I0dYlO1s BEFORE USE. Design valid for use any with MTelt® connectors. This design is based only upon parameters shown, and is for an uamdual budding component. not a truss system. Before use, the building designer must vent' the appbrabday of design parameters and property dKorporata this design Into the overall budding design. Bracing indicated is to prevent bucaing of individual truss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse wan possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria. OS642 and SCSI Building Component 6904 Parke Fast Blvd Safety information available horn Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq KrilWargate II 196SA•TRAY I T12169407 PKS1966B&T A15 SPECIAL 1 NIL Mill -Florida Lumber, Barrow, FL 7.640 s Aug 16 2017 WUTek Iruju ten. Inc Wed Oct 04 16 22 49 2017 Page 1 ID rFhrwM3Wq')GdreOMh42Dxyq_6K-04JCFjMp07G *AYAWsOggpLsSXEZhYG1d3SGbyNAda 1.O 9.103 14," 18-St 22.4-1 27-10.0 334.0 38.4.12 40-0.0 1 0.0 52-5 4-7-13 M7-13 311-0 3 11-0 5{r0 Sb0 3 412 3 7 4 1.0 Scale - 1.73.2 6 00 12 t11 2 i 20 29 30 19 /8 17 18 15 14 13 5x12 34 II G's = 8x12 MT20HS = 4x5 = 1.50 I I 8x8 MT20HS = 3x4 = 15.4 II 3x7 = LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.26 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/rPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7-9: 2x4 SP No 1 BOT CHORD 2x4 SP No.1 'Except' 2-18, 2x6 SP DSS, IS- IS: 2x4 SP No. 1D WEBS 2x4 SP No.3 *Except* 5.18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.95 Vert(LL) 047 16-17 >999 240 MT20 244/190 BC 0.99 Ven(TL) 1.18 16-17 >407 180 MT20HS 187/143 WB 0.84 Horz(TL) 0.26 11 n/a n/a Matrix- M) Weight: 241 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. WEBS 1 Row at midpt 4-18, 7-17, 7-15, 6.18 REACTIONS. ( lb/size) 2=306710-7-8, 11=1990/0-7-8 Max Horz 2=148(LC 23) Max Uplift2=749(LC 8). 11=404(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=6535/1589. 3-26=5071/1221, 4-26=4986/1207, 4-5=3515/840, 5.6=3563/857, 6- 7-4753/1053, 7-27=-5017/1046, 8-27-5017/1046, 8-28=-4999/f040, 9-28=-499911040, 9- 10=3519/711, 10-11=3499/674 BOT CHORD 2-20=1353/5795, 20.29=-1344/5762. 29-30=1344/5762. 19-30=-1344/5762, 18- 19=956/4465, 17-18=797/4216, 16-17=1203/6198, 15-16=1201/6202, 14- 15=539/3134, 13.14=541/3052, 11-13=541/3052 WEBS 3.20=-263/1083, 3.19=1498/448, 4-19=468/1784, 4-18 =1985/582. 5-18=-678/2868, 6. 17=333/1796. 7-17=2622/536, 7-15=1381/315. 8-15=3731121, 9-15= 458/2210. 6- 18=1863/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasda108mph. TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=241t; eave=5ft; Cat. II, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=749, 11= 404. 8) " Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 112 ID up at 6- 11-4 on top chord, and 311 lb down and 119 lb up at 5-0-12, 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Continued on Dame 2 Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Varlly design parameters end READ NOTES ON TIRS AND INCLUDED AOTEK REFERENCE PAGE M11.7473 rev, . 10M.W015 BEFORE USE. 1 Oesign valid for use only with MiTelt® connectors This design is based only upon parameters shown, and is for an xidrvidusl Wilding Component, not a truss system. Barone use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into tine overall building design Bracing indicated is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing klR w.l? is always required nor stability and to prevent Collapse with possible personal injury and properly damage For general guidance regarding the fabriwion. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, OSS419 and SCSI Building Component 6904 Parke East Blvd. Shay Intorri4tion available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sit wntMlaryate II 1986A-TRAY T1218%07 PKS19668-T A15 SPECIAL 1 1 Ma -Florae Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l.2S, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-S=60, S-7=-60, 7-9=-60, 9-12-60, 2.23=20 Concentrated Loads (lb) Vert: 20=311(F) 26-90(F) 29=39(F) 30=1296(F) r,wu s nap ro cui r mi i tic iriausvies. uric. urea i w via •a sv i i r yid ID.rffnwM3Wq?GdreOMh4ZDxyq_6K-04JCFIMpO7G?bt6YAWsOggpLsSXEZhYG1 d3SGbyWlda AWARNING • Verity design parameters and READ NOTES ON TMS AND INCLUDED ANTEK REFERENCE PAGE MIP7473 rev. 160"015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and IS tar an indmdual building component, not a truss system. Baron use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucWtig of individual truss web and/or Chord members, orgy Additional temporary and permanent tracing is ahrays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabncauon, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIITPl1 Quality,Cnterla, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information available hoe Truss Pita insleute. 216 N. Lee Street. Sune 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Ory Ply Park 54 HmaiMargals a 1966A TRAY T121MOS PKS19668-T 81 COMMON 1 1 Job I Mid•Fionds Lumber, Bartow, FL 7.640 s Aug 16 2017 MiTek Industries. Inc wed Oct 04 16.22 59 2017 Page 1 IO,rffflwM3Wq?GdreOMh42Dxyq_6K-5'W_LSU43BXasU1TIc2k4nDD17yvM5kKAU dOyW1dO 1-0-0 5-1-4 9-8-0 14-2.13 6 IS.0.0 1.0.0 5.1.4 4&12 4$12 4.9-3 Seale = 1:34.9 4x4 = R 3x4 = Sit = 3r5 = 9-8-0 "0 Vy Plate Offsets (X.Y)- f2.0.1-12.Edael. r7:a4-o.0 3-0I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.25 Ven(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.78 Vert(TL) -0.32 7-10 >718 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.20 Horz(TL) 0.03 6 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 85 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 6-746/0-7-8, 2=834/0.7-8 Max Horz 2=98(LC 11) Max Uplift 6= 1 26(LC 12), 2=162(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=1220/405, 3-14-1166/420, 3-15=-914/309, 4-15=-846/320, 4-16=-846/331. 5-16=914/319. 5-17=-1114/427, 6-17-1221/418 BOT CHORD 2-7-328/1043. 6-7=315/1044 WEBS 4-7=134/515, 5.7=-343/201, 3-7=338/211 Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 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=2411; eave=oft Cat. 11; Exp 8, Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 12-8-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (rt=lb) 6=126, 2=162. 6) "Semi -rigid pftcbbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147471 rev. 10N3/2015 BEFORE USE Design valid for use only with MTekO connectors This design is based only upon parameters shown, and is for an I divdual building component. not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall buddingdesign Bracingindicatedrstoprevent bucpmg of individual truss web and/or Chord members only. Additional temporary and permanent bracingLOW! Isakvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, tea ANSVrPl1 Oualhy Criteria, OSS42 and SCSI Building Component 6904 Parke East BW Safety Information available from Truss Plate Institute, 218 N Lee Street, Suds 312. Alexandria, VA 22314. Tamps, FL 36610 Job TfUSS Truss Type Ply Park Sq HnalMarpna II 1966A-TRAY 10ty T121e9409 PKSIMB-T 82 HIP 1 1 Ma-r-araa Lumber. wnwv. rt. r w 9 .o w" m„ a" • &j& , V. 10:rF(nwM3WglGdreOMh4ZDxyq_6K-ZBUMZUVigVfRUeSgJJZze mOUXNSeggtZgDY9SyWIdP 111-0 4.9.4 &40 14$13 1 t94}0 1 00 4.9.4 M2-12 1+1 4 2.12 4•S 3 Scale = 1:35 2 4x4 = 4x4 = 314 = 4x5 = US = 3x4 = 3x4 = 9.0.0 10+1I 9.0.0 I 1+1 8.7.15 Plate Offsets (X Y)- 12,0-1-12 Edoel LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (IGc) Weft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0 11 8-13 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.63 Ven(TL) 0.29 8-13 777 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Horz(TL) 0.03 7 n/a n/a BCOL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 90 lb FT - 20% LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 WEDGE Right. 2x4 SP No.3 REACTIONS. (lb/size) 7=747/0.7-8, 2=833/0.7-8 Max Horz 2-92(LC 11) Max Uplift7=126(LC 12). 2=162(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17-1237/459, 3-17=11871473, 3-4=-945/359, 4-5-793/361, 5-6=9451369, 6-18=11361460, 7-18=1234/446 BOT CHORD 2-10=39011062. 9-10=187/793, 8-9=187/793, 7-8=359/1059 WEBS 3-10=3241230, 5-8-831267, 6-8=330/216 Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 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=451t; L=24ft; eave=oft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.04) to 2-0.0, Interior(1) 2-0.0 to 9-0.0. Exterior(2) 9-0-0 to 10-4-1, Intedor(1) 14-8-12 to 19-0-0 zone,C-C for members and forces S 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 fat 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=lb) 7=126, 2=162. 7)"'Semirigid-pilchbreaks including heels" Member end•ftxdy model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verhy, design parameters and READ NOTES ON rMS AND INCLUDED W TEK REFERENCE PAGE MY-7472 rev 1"312015 BEFORE USE. Design valid for use only with MTekm connectors This design is based only upon parameters shown, and a for an individual budding component, not 1 gumatrusssystem. Before use, the budding designer must vent' the applicability at design parameters and property incorporate this design into the overall i Sim budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing kAPrii 6+ {/.1 is always required for Stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the N 16 19. fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria. 0S8d9 and SCSI Building Component 6904 Parke East Blvd. Safety Information evadable from Truss Plate institute, 218 N. Lee Street, Suns 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq NmslMargai a 11 1968A-TRAY T12tMl410lJoPKS19668-T 83 NIP 1 1 m1 rtrga Lumber, aanow, rL 1540 s Aug 16 2017 MITek Industnes. Inc. Wed t3C1 04 1623.00 2017 Page 1 ID•rFkvwM3Wq?GArcOMh4ZDxyq_6K-ZBUMZUVigVIRUeSgJJZzc mCMXKrepntZgDY9SyWIdP 31 4 7.0.0 12.4.1 15.8-t3 19.M 1.0.0 114 3.2.12 5-4.1 3.2-12 3 13 4x5 = 4x8 = Scale - 134 0 4x4 = 3x8 = 04 = 3x4 = 4X5 = LOADING (psf) TCLL 20.0 TCDL 10 0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 125 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frP12007 CSI. TC 100 BC 0.80 WB 0.23 Matrix-M) DEFL. in (loc) Vdefl L/d Vert(LL) -009 8-10 >999 240 Vert( TL) -0.25 8-10 >915 180 Horz( TL) 008 7 n/a n/a PLATES GRIP MT20 2441190 Weight: 91 ID FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 4- 5: 2"SP No 2D BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 Philip J. O'Regan, PE FL License 58126 REACTIONS. ( lb/size) 7=1375/0-7-8, 2=1440/0-7-8 6904 Parke East Blvd Max Horz 2-73(LC 7) Tampa, FL 33610 Max Uplifl7=286(LC 8). 2=-319(1-C 8) FORCES. ( Ill) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2576/568, 3-4-2417/546, 4-17-2165/513, 17-18=2165/513, 18-19=2165/513, 5- 19=2165/513, 5.6-2388/539, 6-7=2507/551 BOT CHORD 2-10=473/2245. 9-10=414/2142, 9-20=-414/2142, 8-20=-414/2142, 7-8=453/2165 WEBS 4-10=23/611. "-13/589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10: VuQ=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L-24111t; eave=oft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 7=286. 2= 319. 7)' Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or otherconnection device(s) shall be provided sufficient to support concentrated load(s) 197 Ill down and 175 lb up at 7-0-0. 104 Ill down and 88 Ill up at 9-0-12. and 104 Ill down and 88 lb up at 10.3-4. and 197111 down and 175 Ill up at 12-4-1 on top chord, and 332 Ill down and 76 Ill up at 7-0-0, 66 Ill down at 9-0-12. and 66 lb down at 10-3-4. and 332 Ill down and 76111 up at 12.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plf) Vert: 1-4=60, 4-5=60, 5-7-60, 11-14=20 Continued on oaoe 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters end READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE Ma-7473 rev. 1"2/201S BEFORE USE. Design valid for use only with MiTelt® connectors This design is based only upon parameters shown, and is fat an individual building component, not a truss system Ware use, the budding designer must verdy the applicability of design parameters and properly mcorporsle this design into the overall building design Bracing-lndiated IS to pfevem buckling of mdmilual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and Coss systems, see ANSM11 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East 8M Safely Information available from Truss Plate InsldNe, 218 N. Lee Street. Suite 312. Alexandna, VA 22314. Tampa. FL 36610 Job Truss Truss Type Ply Park Sq KMWIWargne II 1966A-TRAY 10ty T121f19410 PKS1966B•T 83 HIP 1 1 Mid-Fl nde Lumber, 58110W, FL r0 s hug io a i r mi r exmoirsrries, me wu+icca w zuii ryes IO-rFfnwM3Wq')GdreOMh4ZOxyq_6K-ZBUMZUVigVfRUeSgJJZzc mCMXKreprd2gDY9SyNdP LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=148(F) 5 =148(F) 9=41(F) 10-332(F) 8=332(F) 17=97(F) 18G97(F) 20=41(F) O WARNING • Varlly design parameters and READ NOTES ON ndS AND INCLUDED WTEK REFERENCE PAGE M00.7473 rev. 1=312016 BEFORE USE. Design vatrd for use anly, with MTeW 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 venty the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or card members only Additional temporary and permanent bracing is always required for stabrtay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. sea ANSIfTPII Quality Cnterla, OSS49 and SCSI Building Component 6004 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sp NmsA4argate II 1966A-TRAY T72169411 PKS19660-T C1 COMMON 2 1 Ma -Flows Willow. eanow. FL 7 640 s Aug 16 2017 MrTek Industries. Inc Wed Oct 04 16.23.01 2017 Page 1 I0,rFfnwM3Wq?GdreOMh4ZDxyq-6K-1 N 1 kmgWKbpnl5nl sit 4C9CITwxkWNHT1 nIJz5huyWldO 1 -1 0 1 7-6-0i 1341.8 I 1500 1 18 0 0 too 7-e-0 6-2-e Ise too 4x4 = Scale - 1:29 5 I-1 3x4 = 2x8 II tx4 II 2x6 lie 3x4 = LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frPI2007 REACTIONS. (lb/size) 11 d86/0-3-8. 8-634/0-3-0 Max Hot 11=81(LC 11) Max Uplift 11-252(LC 12), 8-207(LC 12) cSl. DEFL. in (loc) Udell Lid PLATES GRIP TC 062 Ven(LL) 006 9-10 >999 240 MT20 244/190 BC 0.51 Ven(TL) 0.15 9-10 >999 180 WB 014 HOrz(TL) 001 8 n/a We Matrix-M) Weight: 58 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=389/42, 3-18=564/256, 18.19-548/256, 4-19=480/277, 4-20---475/279, 20-21=-478/268, 5-21=550/258, 5.6=456/104 BOT CHORD 2-11-90/433. 10-11=-82/429, 9-10=-82/429, 8-9= 82/429, 6.8=412/429 WEBS 3-11-553/473, 5-9=360/341 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=4ft; Cat. 11. Exp 8; Part. Encl.. GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-" to 2-0-0. Imerior(1) 2-0-0 to 7-6-0, Exterior(2) 7." to 10-6-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord to all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (l=lb) 11=252. 8=207. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M/1.7473 rW. 1000=015 BEFORE USE. Design valid for use only with MTek® Contactors. This design is based only upon parameters shown, and is for an individual budding component, not Raw a truss system Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated t3 to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stabily and to prevent collapse with possible personal injury and propeny.damage For general guidance regarding the fabWAhon, storage, delivery. erection and braong of trusses and truss systems, see ANS11WII Quality Criteria. OSS49 and SCSI Building component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 31Z Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Pam Sq HmslMargate II 196BA-TRAY T12189412 PKS19668-T C2 HIP 1 1 Ma -Flares Lumber. Bartow. FL. r o+u s rug to an t orris r ex rriausuass, me vvao w w io.[a.w tui i raga i ID:rfhiwM3Wq')GdreOMh4ZDxyq_6K-Vab6_AWZM6v9lxb2RkbRhPresK3T6kiAO&eELyWIdN 740 I 8.0.0 I 131.8 I 15-PO I 18 1. 0.0 7.0.0 140 5•&8 13a 100 3x4 = 2x6 II LOADING ( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-00 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 REACTIONS. ( lb/size) 13-686/0.3-8, 9=634/0-3-0 Max Horz 13=77(LC 11) Max Uplift 13=252(LC 12). 9-207(LC 12) 04 = 4x4 = Scale = 1:29 7 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TC 0.61 Vert(LL) 0.08 10-11 >999 240 MT20 244/190 BC 0.53 Vert(TL) 016 10-11 >988 ISO WS 0. 14 Horz(TL) 0.01 9 n/a n/a Matrix-M) Weight* 63 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 260 (Ib) or less except when shown. TOP CHORD 2-3=392/67. 3-20=567/281. 20-21=551/282, 4-21=534/301, 4-5-461/324. 5-22- 480/301, 22-23=537/282. 6-23-5541282, 6-7=-465/133 BOT CHORD 2-13-105/435. 12-13=99/434, 11-12=96/435, 10-11=100/433, 9-10=100/433. 7-9= 100/433 WEBS 3. 13=522/472, 6-10=314/331 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; BCOL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=oft; Cat. 11; Exp 8; Part. Encl.. GCpi=0.55; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0.0, Exterior(2) 7-0-0 to 8-0- 0. Interior(1) 12-2-15 to 16-0-0 zone, cantilever left and right exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL= 1.60 plate gnp 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 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1j=lb) 132252, 9=207. 7) "Semi - rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J O'Regan. PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified -on any electronic copies O WARNING • Vanity design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PACE N/47473 rev, 1001113l30/5 BEFORE USE. Design valid lot use only with MiTOM connector$. This design is based only upon parameters stawn, and is for On mdmOual budding component, not OEM a truss system 8efore use. the building designer must verify the applicability Of design parameters and property incorporate this design into the overall budding design. Bracing mdiC9ted is tO prevent buckling of mdrwdual truss web snob Card member OnlyAdditional temporary and Permanent bracing is always required for stability and to prevent collapse wen possible personal injury and property damage. For general guidance regarding the n fabrication, storage, delivery, erection and bracing of trusses are truss systems. see ANSVTPH Quality Criteria. OSS-e9 and SCSI Building Component $904 Parke East 81vd Safety Information avallabie from Truss Pute Insidute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HM Mtarpate 11 1966A-TRAY T121M13lJobPKSI966S-T C3 HIP 1 1 J Mid -Floras Lumber, Sandw, FL. 7 640 s Aug 16 2017 Mnek Industries. Inc Wed Oct 04 16.23 02 2017 Page 1 ID:rffrwM3Wq?GdrCOMh4ZDxyq_6K-Vab6_AW2M6v9lxb2RkbRhPrbTKyk6k A08reELyW4N 5-0-0I 10-0.0 ( 13.8.8 t5-0-0 i 16.0-0 I 1 00 5.0.0 5.0.0 3.&8 1S8 1 40 Scale = 128 4 4x4 = 19 20 21 22 US = 12 3x4 = tx4 II Us II4z4 = t x4 I I 3x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Ina NO BCOL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2D *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No I WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=827/0-8-0, 12=999/0-3-8 Max Horz 12=58(LC 23) Max Uplift7=323(LC 8), 12=-419(LC 8) Max Grav 7-866(LC 30). 12-1020(LC 29) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TIC 0.83 Vert(L-) 0.10 10-11 >999 240 MT20 244/190 BC 0.96 Ven(TL) 0.25 10-11 >666 180 WB 0.19 Horz(TL) 0.02 7 n/a n/a Matnx-M) Weight: 67 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-1-14 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=906/317, 3-4=1095/417, 4-19=914/383, 19.20=914/383, 20-21=914/383. 21-22-914/383. 5-22-914/383, 5-6=-1350/516, 6-7=1322/463 BOT CHORD 2-12=298/903. 11-12=310/911, 11-23=384/1174, 23.24=384/1174. 10-24=384/1174, 9.10=384/1160, 7-9=384/1160 WEBS 4-11-01266, 5-11=341/129, 5-10=15/367. 3.12=531/249 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=4.2pst; BCDL=3.Opsf; h=15ft; B-45ft; L=24ft; eave=oft; Cat. II; Exp 8; Part. Encl., 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (p=1b) 7=323, 12-419. 7) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 223 lb up at 5-0-0, 132 lb down and 114 lb up at 7.0-12, and 132 lb down and 114 lb up at 7-11-4, and 260 lb down and 223 lb up at 10-" on top chord, and 102 lb down and 17 lb up at 5-0.0, 53 lb down and 17 lb up at 7-0-12. and 53 lb down and 17 lb up at 7-11-4, and 102 lb 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-4=60, 4-5=-60, 5-8=-60, 13-16=20 Continued on oaoe 2 Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Varlly design parameters and READ NOTES ON THIS AND INCLUDED A9TEK REFERENCE PAGE 11110-7173 rev. t00312015 BEFORE USE. Design valid for use a" with MiTek® connectors. This design is based only upon parameters Dawn, and is for an momoual budding component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, ereciron and bracing of trusses and truss systems, see ANSIrnill Quality Criteria, OSBd9 and SCSI Building Component 6904 Parke Eau Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq HmarMar9ala II 19166A-TRAY 10ty T72f69a13 PKS19668-T C3 HIP 1 1Job Reference (optional) Mid -Florida Lumber, Barlow, FL I W V t A110 1a LV 1 / M1101t 1naustrles, mc. YYaO (/D Ind Ie LJ V3 LV 1 / rage z ID:rFUwrM3Wq?GdreOMh42Dxyq 6K-zm9UBVXb701?LSAF_S6gEGOmDklzrBEJFoSCmnyVAdM LOAD CASE(S) Standard Concentrated loads (Ib) Vert: 4G96(F) 5-96(F) 11L46(F) 10=46(F) 20=70(F) 21--70(F) 23=41(F) 24=41(F) WARNING • VeMo design with Wake co and READ NOTES is riseIOS AND INCLUDED et ers REFERENCE PAGE a6vi dual rev. building component. BEFORE USE. Design vane lot use only with Wake connectors This design ul based dray upon parameters stlown, and n fa an individual buedlrq wmporuml, not a truss system Before use, the building designer must verity the appllceblkty of design parameters and property lncelpdrae this design into the overall Ou:ding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members drily Additional temporary and permanent bracing jtjey is sways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Y air/fe1 tabrrulron. storage, delivery, erection and bracing of trusses and truss ayctems, tea ANSI"II Quality Criteria. OSB-09 and SCSI Building Component 6904 Parke East BM Safely Information available from Truss Plate InstaNa. 218 N Les Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sit ItmalMargara II 1988A-TRAY T12169414 PKS1986B-T CJ JACK 4 1 M4Flonds Lumber. Banes. FL 7.640 s Aug 16 2017 MiTak Industnea. Inc. Wed Oct 04 1623 03 2017 Page t ID:rffrlwM3WglGdrcOMM2Dxy/L6K-zrn9USVXb7OI7L5AF_SSgEdOx6W(nrDSJFoSCmnyW dM 1.04 1-0.0 1.0.0 1.0.0 Scale: LS'=V 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 007 Ven(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0 00 Horz(TL) -0.00 3 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight 5 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 14)-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3-11/Mechanical, 2=130/0-3-8, 4-2/Mechanical Max Horz 2=40(LC 12) Max UpliR3=11(LC 9), 2=56(LC 12), 4=2(LC 1) Philip J O'Regan, PE Max Grav 3=17(LC 17), 2=130(LC 1). 4-13(LC 3) FL Ucense 58126 6904 Parke East Blvd FORCES. (ID) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Tampa, FL 33610 NOTES- 1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; 8=45ft; L=24R; eave=oft; Cat. II; Exp B; Pan. Encl.. GCpi=0.55; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4 6) "Semi -rigid prtchbreaks including heels" Member end fixity model was used to the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design pammelms and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 1460112015 BEFORE USE. 1 Design valid for use only with Mfrek® connector. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the budding designer must venly the applicability or design parameter 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 Is always required for aabllay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the u fabrication, storage, delivery, erection and bracing of trusses and truss systems, tee ANSVTPII Ouslity CAtaAa. OSS49 and BCSI Building Component 6904 Parke East BM Safety Information available from Truss Plate Institute, 216 N Lee Street. Sure 312, Alexander, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq HmsAdargate 6 1966A-TRAY T121BUISlJobCACJACK91 Reference (oohonall-- Mid -Florida Lumber. Barlow, FL 7.640 s Aug 16 2017 MTak Industries. Inc. Wed Od 04 16 23 03 2017 Page 1 ID. rFfhwM3Wq?GihcOMh42Dxyq_6K-zm9UBVXb701?LSAF_s6gEdOx6kXurD9JFoSCmnyw(IM 1-0-0 1. -0 140 140 13 LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-7-8, 4=3/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=4(LC 9), 2-51(LC 12) Max Grav 3=13(LC 17), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.7.1 2,41 = DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 7 >999 240 MT20 244/190 Vert(TL) -0.00 7 >999 180 Horz(TL) -0.00 2 n/a n/a Weight: 5 lb FT it 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 1.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; VuK=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B-45ft, L=24ft; eave=4ft; Cat 11; Exp B; Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frt 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) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J O'Regan, PE FL License 58126 6904 Pence East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Va lly design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE N11.7473 rev. 101011f 15 BEFORE USE. 1 Design valid for use only with Mllek* C"Meciafs. This design is based only upon parameters shown, and is elf an individual budding component, not a truss system. Before use, the budding designer must verily the applicability of design paternalism and properly incorporate this design into me overall budding design. Bracing indicated is to prevent buckling of individual truss web-andfor chord members only. Additional lemporaryand permanent bnctng WARisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingme fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPI1 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instate, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sit HmslMargate II 196BA-TRAY Tt2t09418 PKS1966S-T G2 JACK 1 1 Ma -Fonda Lumber, Bartow. FL. 7 640 s Aug 16 2017 MiTek Industries. Inc. Wed Oct 04 16:23,04 2017 Page 1 ID:rFfnwM3WglGdreOMh4ZDxyq_6K-SyltOrYDuk9syFIRY9dvngw626s agPTUSBIIDyVNOL 241.0 2-6-0 Scale - 1:12.3 3x4 = 3-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 3-6 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014frP12007 Matrix-M) Weight, 9 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 241-0 oc puritns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-G-0 oe bracing. REACTIONS. (lb/size) 1-104/0-7-8, 2=70/Mechanical, 3=35/Mechanical Max Hoe 1-36(LC 12) Philip J O'Regan. PEMaxUplift1=-6(LC 12). 2-29(LC 12) FL License 58126 Max Grav 1=104(LC 1). 2=70(LC 1). 3=49(LC 3) 6904 Parke East Blvd. Tampa. FL 33610 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B-45ft; L=24ft; eave=4ft; Cat. 11; Exp B; End., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 10WARMNG - Verify design parameters and READ NOTES ON TFBS AND INCLUDED MITEK REFERENCE PAGE MIM7173 rev. /d01/201b BEFORE USE. Design valid for use any with Mirelam connectors This design is based only upon parameters grown, and is for an xldmdual budding component, not a truss system Before use. the building designer must verily the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of indmduat tons web andfor chord members only Additional temporary and permanent bracing is always required for Stability and to prevent collapse well possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Thus Pate Institute, 210 N Lee Street. Suite 312, Alexandra, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sit HmsfMargate II 1966A•TRAY 1 n21e94n PKS1966&T CJ3 JACK 9 Job Mnd•Flanda Lumber, Barlow, FL r.wu a hug ro ai r rvu i ea inauaviea, me — Avg ya i ID.rFfrlwM3Wq?G*cOMh4ZDxyrL6K-SyltOrYOuk9syFIRY9dvngw6catf agPTUSBI IDyVNdL i • 1.60 1 3•t•8 1 0 3.1.8 Scale-1:12.6 2x4 = 3.1.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(L-) 0.00 4-7 999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix-M) Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP NO.2 SOT CHORD 2x4 SP No-2 REACTIONS. (lb/size) 3=68/Mechanical, 2=207/0.7-8, 4=30/Mechanical Max Horz 2=64(LC 12) Max Uplift3=28(LC 12), 2=51(LC 12) Max Grav 3=68(LC 1). 2=207(LC 1). 4=48(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 3-1-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10. VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft: eave=4ft; Cat. II; Exp 8: End., GCpi=0.18, MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-". Interior(1) 2-" to 3-0-12 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 nonconcurrem with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Philip J. O•Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Ma•7472 rev. 10AM0/S BEFORE USE. Mawr Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall sm building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always regutred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS419 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 Oty Ply Park Sq HmarMargate d 1986A-TRAY T12189418lJob IPKS1986S-T CJ3A JACK 3 1 I Mod -Florida Lumber, Banow, FL. 7 640 s Aug 16 2017 MITek Industhes. Inc. Wad Oct 04 1623,05 2017 Page 1 ID:rFfrnvM3Wg7GdreOMh4ZDxycL_6K-w9HFcBZrf1 HjaPKd6tSSJ2THnYCvJ7eci6xJgtyWdK LOADING (psQ SPACING- 2-" TCLL 20.0 Plate Grip OOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 1. -0 - 3.0.0 30 = CSI. DEFL. in (loc) Well Lid TC 0.12 Vert(LL) 0.01 4-7 999 240 BC 0.10 Vert(TL) 0.01 4-7 999 180 WB 0.00 HOrz(TL) 0.00 3 n/a n/a Matrix-M) REACTIONS. (lb/size) 3=74/Mechanical, 2=188/0-7-8, 4=34/Mechanical Max Horz 2-78(LC 12) Max UpIM3=-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. Scale- 1 •t 3 2 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasa=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45R; L=24R; eave=4ft; Cat. II, Exp 8; Part. Encl., GCpi=O 55: MWFRS (directional) and C-C Exterior(2) -14)-0 to 2-0-0, Interior(1) 2-0-0 to 2-114 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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED hi REFERENCE PAGE M0-7473 rev. I&V312015 BEFORE USE. 1 Design valid for use only with MITek® connector$ This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verily the applrcabiaty, of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing ra always required (of stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - Iabncatwn, storage, delivery, erection and bracing O1 trusses and truss systems, sea ANSVTPI1 Ousltty Crherla, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Inforriation available from Tens Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sit rkns/Mstgale 11 1986A-TRAY T121e94,9 PKS1986&T CJ38 JACK 1 1 Mitt-Flonda Lumber. Banow, FL /.0e0 S Aug 10 "1 r MI I ex rn0111meS, Inc. vvaa butt W 40.AJ.02 Nl I rage 1 ID:rffrnvM3Wq?GdreOMh4ZDxyq_6K-w9HFeBZrf1 HIaPKd6t88J2TGyY8eJ6Zci6xJgtMdK 1-0-0 3-0-0 1 (YO 3-PO Scale = 1 13 2 1x4 If 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0 00 5.6 >999 180 BCLL 0.0 ' Rep Stress Incr YES Va 0.07 Horz(rL) -0 02 4 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix-M) Weight: 12 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 4-3/Mechanical, 5-37/Mechanical, 6=335/0-M Max Horz 6=78 LC 12 Philip J O'Regan, PE FL License 58126 Max Uplift4=24(LC 9). 5-37(LC 1). 6=139(LC 12) 6W4 Parke East Blvd Max Grav4.19(LC 10). 5=21(LC 12). 6=335(LC 1) Tampa, FL 33610 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft, Cat. 11. Exp B; Part. Encl.. GCpi=O 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 nonconcurreni with any other live loads. 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 beanng plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 6=139. 6) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Va lly design parameers and READ NOTES ON Tiffs AND INCLUDED WTEK REFERENCE PAGE 1111141472 rav 1"Z7015 BEFORE USE. Design valid for use only with MlTekm connectors This design 13 based only upon parameters shown, and Is lot an individual building Component, not a truss system 6e/ore use, the buddmg designer must verily the applicability of design parameters and property incorporate this design Into the overall Bracing indicated Is to prevent buckling ofbuddingdesign. Braindividual tans web and/or chord members only. Additional temporary and permanent tracing Is atways required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the toM . on. storage, delivery, erection and brsong of trusses and truss systems, "a ANSVIPH Quality Criteria, OSSJ9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandra. VA 22314. Tampa. FL 38610 Job Truss Truss Type Oty Ply Park Sq Hmaasargate II 1986A-TRAY T12t89420 PKS1966&T GM JACK 1 1 Job I std+londa Lumber. Bartow, FL. 7 640 s Aug 16 2017 MiTek Industries, Inc wed Oct 04 16.23.05 2017 Page 1 ID rffnwM3Wq?GArcOMh4ZDxyq_6K-OLrdpXZfOLPeCZvggagNsFOPfyW2aumxmgsN6yWIdJ a &0 4-&0 Scale = 1 1Z3 3x4 = I 0.4-0 5 0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) uden L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.25 Vert(TL) -0.06 3-6 >908 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/0-7-8, 2-124/Mechanical, 3=60/Mechanical Max Horz 1-64(LC 12) Philip J O'Regan, PE Max Uplift 1-1 2(LC 12). 2-51(LC 12) FL License 58126 Max Grav 1=184(LC 1). 2=124(LC 1), 3=87(LC 3) 6904 Parke East Blvd. Tampa, FL 33610 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, B=45ft; L=24ft; eave=oft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) G-O-O to 3-0-0. Interior(1) 3-0-0 to 4-7-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Vsr/lo only with parameters and Rs. T NOTES ON THIS only INCLUDED pare Mters REFERENCE PAGE Mlv dQJ rin, bud ing component, BEFORE USE. Design valid for use Dory with MTelc®wnnaciors. This design is based Dory upon parameters shown, and i3 for an indnxlual budding component, not a tops system Before use, the building designer must verity me applicability of design parameters and properly incorporate this design into the overall budding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing is always required for stabday and to prevent collapse with possible personal injury and propel damage. For general guidance reganting the wow fabrication, storage, delivery, erection and twang of trusses and truss systems, see ANSIRPn Quality Criteria, OSS42 and SCSI Building Component 6904 Parke Fast Blvd Safety VAormation available tram Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Pity Park Sit hl O"rgna If 196BA-TRAY T12169421 PKS19668-T CJ5 JACK 7 1 Mid•Florde Lumber, Barrow. FL 7 640 s Aug 16 2017 MrFak Industries, Inc Wed Oct 04 1623,05 2017 Page 1 ID: rf hiwM3Wq'GdreOMh4ZDxycL_6K-0LrdpXZTOLPaCZvggagNsFOPMyXn2aumxmgsN6y WIdJ 1-0-0 5-1.8 140 5-1-8 Scala - 1 19 0 2x8 = LOADING (psf) SPACING- 2-0.0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 8CLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 CSI. DEFL. in (loc) I/defl Ud TC 0.26 Vert(L-) 0.02 4-7 999 240 BC 019 Ven(TL) 0.05 4-7 999 180 WB 0.00 HOrz(TL) 0.00 2 n/a n/a Matrix-M) REACTIONS. (lb/size) 3=114/Mechanical, 2=304/0-7-8, 4=47/Mechanical Max Horz 2=92(LC 12) Max Uplift3G48(LC 12), 2=61(LC 12) Max Grav 3=114(LC 1), 2=304(LC 1). 4=78(LC 3) FORCES. (lb) - Max. CompJMax Ten - All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc punins BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL-3 Opsf, h=15ft: 8=45ft; L=24ft: eave=oft, Cat. 11. Exp 8; End., GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Intenor(1) 2-" to 540-12 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Verily design parameters and READ NOTES ON 1195 AND INCLUDED AIITEK REFERENCE PAGE 111I1-74I3 rw. 1aN3/2015 BEFORE USE. Design veld for use only with MITeklb connectors This design is based only upon parameters shown, and is for an mdrvduat budding component, not a truss system Belime use, the budding designer must verrly the applicability of design parameters and property incorporate this design into the overact building design Braang md4Mad is to prwetd bucklmg of individual Coss wee andla aoro members oroy Adddonal temporary and permanent brarmg is always required for stabday and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fa vicar on, storage. delivery, erection and bracing of trusses and truss systems, $ee ANSVTPII Quality Crrterla, OS13-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Sireet, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hr11slMargate II 196GA-TRAY T12t89422 PKS1966B&T 01 MONO HIP 1 1 Mo-Florida Lumber, Bartow. FL. 7.640 s Aug 16 2017 MiTek Industraa. Inc Wed Oct W 16.23.06 2017 Page 1 ID rffnwM3Wq'GdreOMh4ZDxyq_6K-0LrdpXZTOLPaCZvggagNsFOPmyO?2a?mxmgsN6yVNdJ 5-0-0 I 641.0 I 1-40 5-0.0 1$0 4x4 = II Scale a 1.19 8 1.5x4 3 4 5 3x4 = 1.5x4 II I 5.0.0 5.00 I 6.6.I00 Plate Offsets (X.YI— 12:0.1-8.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.09 6-9 >869 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 075 Ven(TL) -0.25 6-9 >319 180 BCLL 0.0 ' Rep Stress Incr NO WB 006 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FSC2014frPI2007 Matrix-M) Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except SOT CHORD 2x4 SP No.1 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 1040-0 oC bracing. REACTIONS. (lb/size) 5=333/Mechanical, 2-437/0.7-8 Max Horz 2=91(LC 8) Max Uplifts=-84(LC 8), 2=97(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 260 (lb) or less except when shown. Philip J O'Regan, PE WEBS 3-6=272/133 FL License 58126 6904 Parke East Blvd NOTES- Tampa, FL 33610 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDLW.2psf BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live bads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at 5-0-0 on top chord, and 92 lb down at 5.04) on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Rocf Live (balanced): Lumber Increase=l 25. Plate Increase=1.25 Uniform Loads (ptf) Vert, 1-3=60, 3-4=-W, 5.7=20 Concentrated Loads (lb) Vert: 3=123(13) 6=65(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE 1110M7475 row. I&V"015 BEFORE USE. Design valid for use onty with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, no a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdmdual truss web andlor chord members only. Adddronal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and SCSI Building Component 69W Parke East Bhd. Safety Information available from Trust Plate Insisted. 218 N Lee Street. Suite 312. Alexandna, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq himsiMargate 111966A-TRAY r121e9423 PKS1966B&T FT1 SPECIAL 1 Mi +-Ior*o Lumber, Bartow, FL r =flu a Aug le 2u11 11111 ex 11gYSIr1eS. mi; Wee tip W to-zim, N1 r raga 1 10:rftnvvM3Wq?GdrcOMh4ZDxyr_6K-sXP?lta5BfXRpiUODHBeOTWaLvEn wvAOOPvYyWdI 3.3.10 6.7.4 3.3.10 3.3.10 1 3x4 = 2.4 II I — 3310 3.3- 2x4 11 Scale = 1 21.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.61 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCOL 100 Lumber DOL 1.25 SC 0.05 Ven(TL) -0.01 5 >999 180 BCLL 0.0 ' Rep Stress Inca NO WB 0.21 Horz(TL) 0.00 4 n1a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 96 lb FT - 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 6-912/0-6-12, 4-1316/Mechanical Max Upidt6-262(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=853/259, 1-7=791/235. 2-7-791/235, 2-8=791/235, 8-9=791/235, 3.9=791/235. 3-4=12571389 WEBS 1-5=322/1085. 2-5-1475/485, 3-5=322/1085 Philip J. O'Regan, PE FL License 56126 NOTES. 6904 Parke East Blvd. Tampa, FL 33610 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows: Top chords connected as follows. 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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 d 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) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCOL=3.Opsf; h-15ft; B=45ft, L=24ft; eave=oft; Cat. It: Exp B; Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL-1 60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=262. 4=392. 9) "Semi -rigid pilchbreaks including heels" Member end fixity model -was used.in.the analysis -and design of term truss. 10) Hanger(s) or -other connection device(s) shall be provided sufficient to•support concentrated load(s) 574 Ib'down and 227 lb up at 2-4-0, and 574 lb down and 227 lb up at 4-4-0, and 574 lb down and.227 lb up at 5-5-8 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 Undorm Loads (plf) Vert: 1.3-60, 4-6-20 Concentrated Loads (lb) Vert: 7=574 8-574 9=574 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verify design Parameters and READ NOTES ON r10S AND INCLUDED MITEK REFERENCE PAGE Ma•7473 rev. f"312015 BEFORE USE. Design valid lot use only with MRekm connectors This design is based onty upon parameters shown, and is for an individual building componers, not a truss system Baton use, the budddV designer must verify the applicability of design parameters and properly incorporate this design into the overall bwdmg design. Bracing indicated is to prevent bucdmg of individual truss web andior chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Cr tent, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslade, 21e N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type pry Ply Park Sq Hms/Margate II 196SA-TRAY T121MM24 PKS 19668-T is JACK 5 1 Job Reference tootional)_ Ma-Flonds Lumber, Banes, FL 7.840 a Aug 16 2017 MITak Industries. Inc Wed Oct 04 16:23.07 2017 Page 1 ID rffnwM3WglGIIrcOMh4ZDxyq_6K-sXP?1ta58fXRpIUODHBcOTYYoLgmnlSvAOOPvYyVAdl 1-0-0 5.0.0 1.0-0 540 Scale = 1 18.2 LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 3x4 = 5.0.0iSJfO 1 CSI. DEFL. in (loc) I/deft Ud TC 0.41 Vert(LL) 0.05 4-7 >999 240 SC 0.33 Vert(TL) 0.08 4-7 >766 180 WB 0.00 HOfz(TL) 0.01 3 n/a n/a Matrix-M) REACTIONS. (lb/size) 3=130/Mechanical, 2=264/0-7-8, 4=61/Mechanical Max Horz 2-117(LC 12) Max Uplift3=-83(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 (Ili) or less except when shown. PLATES GRIP MT20 2441190 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: Vu1t=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf; h=15ft, B=45ft; L=24ft; eave=oft; Cat. It: Exp 8; Pan Encl.. GCpi=0.55; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) 3, 2, 4. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J O'Regan, PE FL license 58126 6904 Parke East Blvd Tampa. FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vardy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01.7473 rev. 10 0312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based ar y upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must vertly the applicability of design parameters and property incorporate this design into the overan budding design Bracing indicated is to prevent buckling of individual truss web andfor Chord McMbers'dldY Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 89W Puke East BN0 Safety Information available from Truss Plate Insinute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sit HmUMargate n 196GA-TRAY lJob T12109125 PKS19668-T J6 JACK 1 1 I Mie•Flonds Lumber, Bartow, FL 7,640 s Aug 16 2017 MiTak Indusfries, Inc. Wad Oct 04 10.23 08 2017 Page 1 10. rFh1wM3Wq')GdreOMh4ZOxyq_6K-KkyN EDbjyyf IRs3CMIrxg5idlAkW UO3049zRyWdH 6-&0 0 Scale = 1:23.0 3x4 = 0 i && 0 i Plate Offsets (X.Y)— 11 Edae.0-0-41 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TC 0.47 Vert(LL) -0.05 3-6 >9W 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.14 3-0 >576 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight. 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=319/0-7-8, 2=150/Mechanical, 3=59/Mechanical Max Horz 1-92(LC 12) Max Uplift 1=35(1-C 12), 2=-64(LC 12) Philip J. O'Regan. PE FL License 58126 Max Grav 1=319(LC 1). 2=150(LC 1), 3=102(LC 3) 6904 Parke East Blvd. Tampa, FL 33610 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-1511, 8=45R, L=24R; eave=4rt; Cat. II; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0." to 3-0-0, Intenor(1) 3-0-0 to 6-7-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design o1 this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vwft design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MLL7473 rev. IMI*015 BEFORE USE. Design valid for use onty with MRek® 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 verily the applicability at design parameter and property Incorporate this design into the overall building design Braang indicated is to prevent Duckling of individual truss web andfor chord member only. Additional temporary and permanent bracing k A: Is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the Kit fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria. OSS42 and SCSI Building Component 6904 Parke Fast Blvd Satisfy information available from Truss Puts Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sit HmslMatgate 111966A-TRAY T1210N26 PKS19688-T J) JACK 12 1 Mid -Florida Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Wed Oct 04 16.23.08 2017 Page 1 10 rffrtwM3Wq?GdreOMh4ZDxyq_6K-KkyNEOblyyflRs3Cn)Irxg5hrIARWU03049zR_yWdH 140 7-0.0 3x4 = LOADING (psf) SPACING- 2.0.0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCOL 10.0 Lumber DOL 1.25 BC 037 BCLL 0.0 Rep Stress Incr YES WB 0 00 BCDL 100 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=157/Mechanical, 2=397/0-7-8, 4=61/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=67(LC 12), 2=-72(LC 12) Max Grave 3=157(LC 1). 2=397(LC 1), 4=106(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown Scale - 122 7 DEFL. in (loc) Well Lied PLATES GRIP Ven(LL) -006 4-7 >999 240 MT20 2441190 Ven( TL) -0.16 4-7 >510 180 HOrz( TL) 0.01 2 n/a n/a Weight: 24 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=iO8mph; TCDL=4.2psf; BCDL-3.Opsf, h=15ft: B=45ft; L=24ft, eave=oft; Cat It: Exp B; Encl. GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2.0-0, Intenor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; 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 loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Philip J O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED afITEK REFERENCE PAGE 11111.7473 rev. 1000=015 BEFORE USE. Design voted for use only with MiTekm 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 parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of in0hvhdual truss web andlof Chord members only Additional temporary and permanent bracing kAt; is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the lfiA1 fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandda. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq himslMafgate 11 196SA-TRAY 10ty T721e9427 PKS19W&T JI'T SPECIAL 8 1 Job Reference (optional) MdFlonds Lumber, Sanow, FL 7 640 t Aug 16 2017 MTek Industries. InC Wed OCI 04 1523-09 2017 Page 1 10 rftnwM3Wq?GdreOMh4ZDxyt_6K-m W S2cM/Gn93OeOLiD4UuetM9V6FwlCdkvW RyWdG 1 -1-00 I 2.7•S 7.0.0 1.00 2a-6 2-2.1 2.2.7 Scale = 1:22 7 2,4 = LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 10.0 Lumber DOL 1 25 SC 0.34 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No.2 'Except' 3.9: 20 SP No.3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 5=34/Mechanical, 2=393/0-7-8, 7=196/Mechanical Max Horz 2=118(LC 12) Max Uplift5=19(LC 12), 2--68(LC 12), 7=-37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14-271/115, 4-14-261/123 BOT CHORD 3-7=249/262 WEBS 4-7=305/291 DEFL. in (loc) Udell Ud PLATES GRIP Ven(LL) 0.06 8 >999 240 MT20 244/190 Vert(TL) -013 8 >641 180 Horz( rL) 0.07 7 n/a n/a Weight: 29 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc puffins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. Except 6-" oc bracing: 2.9. NOTES- 1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h=15rt; B=45ft; L=24ft, eave=4R; Cat. 11; Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -I-" to 2-0-0, Intenor(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) n/a 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 7. 7) " Semi -rigid pkchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Philip J O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verfy design parameters and READ NOTES ON TICS AND INCLUDED AI TEK REFERENCE PAGE 111/1.7473 rev. 14WJ/2015 BEFORE USE. 1 Design valid for use only with MiTek® ConneClort 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 ve ft the applicability of design parameters and properly inC WMIKa this design into the overall budding design. Bracing indicated is to prevent buckling of individual tens sob and/or chord members *my Additional temporary and permanent bracing is always requued lot stability and to prevent collapse with possible personal injury and Property damage For general guidance regarding the fabricalion, storage, delivery, erection and bracing of trusses and truss systems. tea ANSI"ll Quality Crlte ta, OSS49 and SCSI Building Component 69W Parke East OW Safety Intonwlebon available from Truss Plate Inanute, 216 N. Lee Street. Suite 31Z Alaxondna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmsaargate 11 19MA-TRAY T121M28 PKS 1966E-T KJs JACK 2 1 Ma -Floras Lumber, Banow, FL 7 640 s Aug 18 2017 Mrek Industries. Inc Wes Oci 04 1623.09 2017 Pape 1 10:rFfnwM3Wq'?GifrcOMh42Dxyq_6K-owWmS2cMiGn93OeOLtD4Uuesg9W2FwcCdkvW RyWIdG 1 4 7414 1+4 7414 Scale 2 1:17.8 tx4 II LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.50 TCDL 10.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 ' Rep Stress incr NO WB 0.07 BCDL 100 Code FBC2014frP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 4= 11 O/Mechanical, 5=31/Mechanical. 6=507/0.6-7 Max Horz 6=116(LC 8) Max Uplift4=-67(LC 5), 6=204(LC 8) Max Grav 4=127(LC 25). 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=381/221 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.03 5-6 >999 240 MT20 244/190 Vert(TL) -0.06 5-6 >999 180 Horz(TL) -0.04 4 n/a n/a Weight: 25 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. NOTES- 1) Wind: ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3.Opsf; h=15ft, 8=45ft; L-24ft; eave=oft; Cat it: Exp 8; Part. Encl.. 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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=204. 6) "Semi -rigid pitchbreaks including heels" Member end fatly model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 27 lb up at 1-6-12, 59 ID down and 27 ID up at 1b12, and 81 Ile down and 58 lb up at 4.4-12. and 81 lb down and 58 lb up at 4-4-12 on top chord, and 23 lb down and 2 lb up at 1-6-12, 23 ID down and 2 lb up at 1-6-12, and 19 lb down at 4-4-12, and 19 lb down at 4-4-12 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 r Roof Live (balanced), Lumber Increase=1 25. Plate Increase-1 25 Uniform Loads (ptf) Vert: 1-4-60, 5.7=-20 Concentrated Loads (lb) Vert: 12=4(F=2, B=2) 13-10(F--S, B=-5) Philip J. CrRegan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE A91.7473 rev. f0ve"015 BEFORE USE. r1 Design valid for use only with IATekm connectors This design is based only upon parernmers shown, and is for an nndrwdual building component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web andiaf chord members dray Additional temporary and permanent bracing lkifii%},. Is always required for stability and to prevent Collapse with possible personal injury end property damage Fat general guide=@ regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, OSS49 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 Oty Ply Park Sq HmslMargate II 1966A-TRAY T12169429 PK51966B•T KJSA JACK 1 1 iall Mal -Florida Lumber, Barlow. FL I eau s Aug ld 2u1 / MI I eR IOauaRMS. Inc vvec V w io [a,u Ni r rage i ID:rfhlwM3Wq')GdreOMh4ZDxyq_6K-G648tvd TavOgADbvQkJO5A')pZgO_OuLsOe3WyWdF 1.4.4 6.10-9 7 a1 1.4.4 6.10.9 2• Scale = 1:17.1 2x6 = 7 14 7014 t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.61 Vert(LL) -0O6 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -018 4-7 >463 180 BCLL 0. 0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 2 n/a Na BCDL 10. 0 Code FBC2014rTP12007 Matrix-M) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ sae) 3=160/Mechanical, 2=419/0-11-6, 4-69/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=58(LC 8). 2=93(LC 8) Max Grav 3=160(LC 1), 2=419(LC 1), 4=109(LC 3) Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. FORCES. (Ib) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. Tampa. FL 33610 NOTES- 1) Wind: ASCE 7-10, Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft, Cat. II; Exp B; Encl. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi - rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 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 1-6-12. 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. 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- 3=60,-4-5=20 Concentrated Loads ( lb) Vert: 10= 4(F=2, B=2) 11=10(F=-5, 8=5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • VerNy daalpn parameters and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE Ml1.7173 rw. fae3/2016 BEFORE USE. soma, Design valid for use only with MUM connectors. This design is baud only upon parameters shown, and Is for an mdmdual budding component, not a truss system Before use, the budding designer must verity the applicability or design parameters and properly incorporate this design Into the overall sm budding design Bracing Indicated is to preven40uclM9 of individual truss web and/or chord members only. Additional temporary and permanent bracing fZsy isakvays rethandi for stability and to prevem collapse with possible personal injury and property damage. For general guidance regarding the I fabrication, storage, delivery, erectdn and bracing or trusses and truss systems, sea ANS1r1PH Oualhy Ceded&. OSS411 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Tens Plate Instable, 218 N Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Ott' Ply Park Sq Hmsimargale II 1966A-TRAY T12169430IPKS1966S.T KJ7 JACK 4 1 Job MrbFlords Lumber. Banow. FL 7 640 s Aug 16 2017 MiTek Industries. Inc wed Oct 04 16.23.10 2017 Page 1 ID.rFfrlwM3Wq?GdreOMh4ZDxyq_6K-G646fvd TavOgADbvOkJO5A2pZpq_JOLsOe3WtyWIdF 1•5.0 - 51.3 - 4-6.1 Scale = 1:23.7 2x4 = 1k4 II - - 5 t 6-1-3 5.1.3 i 9.10.13 4.9.10 t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 035 Horz(TL) 0.01 5 n/a n/a BCDL - 10.0 Code FSC2014/rP12007 Matrix-M) 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 purlins. BOT CHORD 2x4 SP No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=136/Mechanical, 2=519/0-10-10, 5=319/Mechanical Max Horz 2-118(LC 8) Max Uplift4=57(1-C 8), 2=109(LC 8), 5=47(LC 8) Philip J O'Regan, PE FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. FL License 58126 6904 Parke East Blvd. TOP CHORD 2-11=768/89, 11-12=695/97, 3.12=688/96 Tampa, FL 33610 BOT CHORD 2-14=1561689. 14-15=156/689, 7-15=166/689, 7-16=156/689, 6.16=156/689 WEBS 3.7=0/273, 3.6=749/170 NOTES- 1) Wind: ASCE 7-10: Vug=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=2411; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1 60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except 01=1b) 2-109 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 11 lb up at 1-6-1. 43 lb down and 11 lb up at 1-6-1, 65 lb down and 43 lb up at 4-4-0, 65 lb down and 43 lb up at 4-4-0, and 90 lb down and 70 lb up at 7-1-15. and 90 lb down and 70 lb up at 7-1-15 on top chord, and 6 lb down and 2 lb up at 1-6.1, 6 lb down and 2 lb up at 1-6-1. 19 lb down at 4-4-0. 19 lb down at 4-4-0, and 34 lb down at 7-1-15, and 34 lb down at 7-1-15 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 from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert, 1-4-60, 5-8-20 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) Printed copies of this document are not considered signed and sealed and the signature must be verified -on - any electronic copies 0 WARNING • Verify tl4atgn parameters and READ NOTES ON THIS AND INCLUDED 69TEK REFERENCE PAGE Mll-IQ) rid. 14003701 b BEFORE USE. 1 Oesign valid for use only with MiTek® 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 vent' the applicability of design parameters and property mcorporste this design into the overall budding design Brsang indicated is to prevent buckling of individual buss web andlof chord members only Additonal temporary and permanent bracing is always required tar aabaay and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, OSB-09 and SCSI Building Component 6904 Parke East BM Satety Information available from Truss Plate institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3r4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft4n-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -;1fi r For 4 x 2 orientation, locate plates 0- 'rid' 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. 0 CC O U a O Numbering System dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 of O U a. O 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. 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, a g. diagonal or x-bracing, is always required. See BCSI 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the budding designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other 6. Place plates on eacli face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that speed. 13. Top chords must be sheathed or purgns 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 after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks Consult with project engineer before use 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Oualdy Criteria. RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form i Permit # Project Location Address 0— tiy11.0uyG` 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.floridabuildino.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 FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 941T40-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 Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # 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 Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales 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 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates 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 4 0b A.- Q f tr 1 SCIS Home I.og In I User Recistration Hot Topics Submit Surcharge f scats 6 Pacts Publications I PaC Stan E SCIS Site Map I Links I Search 1 lori a 42111*10 Product ApprovalrUSER: Public User C a rukcm Product Approval Menu > PrpduR or Aoobcaoon Sea= > Aoohntion 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 FL8871-R7 Revision 2014 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43S17 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. G Validation Checklist - Hardcopy Received FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE.odf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R7 Eauiv of STANDARDS (al.odf Year 1996 1999 2003 1998 2000 1995 1994 http://,Arww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty'N Wak2nHrp... 9/13/2017 Florida Building Code Online Page 2 of 4 I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 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 R7 II (a) INST 8871.1.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 R7 AE (a) 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 3'6 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 R7 II (a) 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 R7 AE (a) 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 8'0 "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 FL8671 R7 II (a) 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 R7 'AE (a) 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 "Y part numbers for these sidelites, which have been stained or painted within six months of installation.) Note•- ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "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 R7 II (a) 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 R7 AE (a) 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 "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 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 R7 II (a) INST 8871.5.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 R7 AE (al EVAL 8871.5.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" Series 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 It (a) 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 R7 AE (a) 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 "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) 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 R7 AE (a) 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 "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraR Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 It (a) 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 R7 AE (a) EVAL 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraR Rustic" Series Sidelites (OXXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) 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 R7 AE (a) 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 ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 45S.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 emails provided may be used for oTicial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click DgM. Product Approval Accepts: http://vN-Arw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ'A'tDgt ,3Ij*Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Credr Card Safe http://vi",w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nFIrp... 9/13/2017 R1 THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES rrIMw r 1. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Budding Code (FBC) structural requirements including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material steal be beyond wall dressing or stucco. 3. When used in the "HVHr'this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. -When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product* meets missile level "W and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction. anchoring of these units shall be the some as It stx)wn for 2x buck masonry construction. 6. Sile conditions that deviate from the details of Ihis drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sill item R4 under active doors meet water Infiltration requirements for "HVHP. 8. Inswing configurations and oulswing configuration using sill item H5 under the door do not meet the water infltration requirements for the "HVHT and shol be Installed only in non -habitable areas or of habitable locati on protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sal is less than 45 degrees. TABLE OF CONTENTS DDESCRIPRON 1 Typical elevol'Ions, design pressures 6 general notes PSHEET2Doorpaneldetails (Smooth star) 3 Door panel delolk (Rber classic 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and Irome . 2X buck mosonry construcfion 7 1 Frome anchoring - IX buck moso construction 8 B9 of Molerbis & Components 37. 75 MAX. FRAME WIDTH 36. 00" MAX. _ I PANEL WIDTH mm m til AVER 4Ll DESIGNPRESSURE (PSf)e ti DOOR:Ee S WINGcwFR;4ME3g DIMENSION"? P; " x7 •= P_ OSITIVEii IJE'GATIVE? INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH STAR OUTSWING 37.75" x 96.50" 80.0 80.0 INSWING 37.75" x 98.00" 80.0 80.0 FIBER CLASSIC OUISWING 37.75' x 96.SCr 80.0 80.0 See Sheet 8 for design pm ue Walbns. mec. en DWS eMt an LFS FL- 8871.5 a_ Lor 8 EXTERIOR C;G 6 0 P.:2n.- fill%% INTERIOR q6 41T 42 E 0 Z& 0 4 HORIZONTAL CROSS SECTION5 q r 47 oz 0 cate ; Al.or r rA'? daIYP4 13 CORNERS OF PANEL EXTERIOR INTERIOR cl 0 0W- L DETAIL A -A J e-s—pOoRlhlllr n4l V) 00000000 z 0000000 0000000 44 00000000 00000000 00000000000000000000000000000L., Ic 0000000t00000000 000000045 00000000 v 00- 00000 00000 0000CE 000000000000 u 000000000op 28. 86% OPEN r2*\ VERMAL CROSS SECRON —05122108 00000000 000, 00000 AREA MAX. 0000000 000, 00000 SML N.T.S. 0000000 00000000on VY. Dws— m cwt wo. LFS DEWL A -A DROW NO -- Panel teinforceirnent FL-8871.5 00 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) mm 2 or -k 10 m64 bb 67 bT EXTERIOR 67 61 63 $ ` 7t 0 p ; o c p loin 1 V R 2 INTERIOR 66 62 c °s i m° 0 m amote 1 HORIZONTAL CROSS SECTION \ a 3 - 67 V gE g 8 'emu o 402 i V' TYP. 4 L7 m 13 CORNERS iz oOFPANELo _i EXTERIOR INTERIOR Ia a ccL62roruLc m DETAIL A -A bb 60 DOOR PANEL o Fiber dosilc 61 b 00000000 62 C 8 c000000000000000En bq 00000000 0 0000000000000 63 t•tg00000000 0000000t.-I'-.-I r•'t O 00000000 66 I I 66 o 00000000 0000000 00000000 0000000 00000 FO—e( jNQf0000 O • O ^ p 0000000 Its I G LE BO M Il N = 00000000 0000000 28.86%OPEN 00000000 AREA MAX. [ 2VERDCALCROSSSECTIONBn=05 22 08 0000000 00000000 65 3SME N.T.S. 0000000 s00000000 oNa or.0Wg 0 cmt e.: LFS 3 DETAIL A -A musrwc NO: a Ponel relntomement FL-8871.5 0 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) 3 or 0 of Jillse L)N•: 10 s IDE • 9ooa 19 INTERIOR u m' a `a 120 4 3 4 0 18 EXTERIOR 40 14 G I z W d0 A E NVf E 1.1/'MIN. D EMB. (TYP.) pI c 6 B 5 S 5 5 3 HORIZONTAL CROSS SECTION q Shownw1)X.b- " o.ls o.ls rMINK CSINK TYP.) In P•II 8 9 9 8 e B S N z 10 10 77 N INTERIOR INTERIOR e. n 1^qN e F a M)H Q j nN^Z U 12 12 40 EXTERIOR EXTERIOR 14j an 05122108 i l C 11 60 C 16 N.T.S. m1-1 /4' MIN. E EMB. (TYP.) I-I/I'MIN. 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EMB paTYP.) n4- 4 pbu." ing sl • inswing 4 approved g cd*" also approved o E 1• J cmn D INTERIOR 1 on iEXERI1RrlrE 'm UN 1 g ° =Z0 g i 8 = 9 o oa L y id 4p x m'd`aIT A C 10 10E C giS o t3n 40 40 60 TO g c 60 10 EXTERIOR INTERIOR EXTERIOR INTERIOR'' 3 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION S configurationotes. Outswing shown - Insvving Shown w/ I X sub -buck see goOutswingseegenerol Holes sheet I i c also approved for •HVHr water inffllration requirements Ia. 120EXTERIORINTERIOREXTERIORINTERIOR 0 40 40 INTERIOR EXTERIOR 6 0 z 6 60 60 N Z 1 0 4 40 2 7 3 7 10 60 E E ra ', •, . E r a 44 nN-Zv o o v u° e ate• 05 22 08 i v . . scut: N.T.S. o v v v v Om W. OWS o v 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION c• ay. LFS # Inswing configuration 5 Inswing configwallon 5 Oulswing configuration I r No.. a o see general notes, street 1 or,11VHPwaterinfStrolion see general notes, sheet I lor'HVHtwoterinfdlrotbn see general notes, sheet for 51VHi•wale( infdlration FL-8871.5 °o srm 5 OF 8 ro 0 reg4ements requirements requirements 4" 6. I to e gs; q& Z o 0 0 D-- rYP. HEAD z I 91 oZm YMASONRY JAMBS YMASONRY TYP. HEAD & OPENING3 OPENING JAMBS FRAME In 0 V d c4 I2XSUCK2XBUCKN 4 0 UU 0 mm SUCK ANCHORING HINGE JAM! FRAME ANCHORING STRIKE JAMf Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor bcaflons of the comers 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 morforjoints, additional concrete anchor$ may be required to ensure the "MAX. ON CENTER"dimenslon ore not exceeded. 3. Concrete anchor table: ANCHOR:ANCHOR.::.:, M MfN..CLFARANCE- MIN.CLEARANCE ESIZE 7TOWASON Y. TOADJ CENT- TYPE...-. EDGE 11w 114' 1-1/4" r 4" TAPCONOELCO 14* 14" 1. 4" IULIRACON41 1 1 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518' edge distance, 1'end distance, & I'o.c. spacing of Iwoodscrewstopreventthesplittingofwood. HINGE DETAIL LATCH AVEADSOUDETAIL er ows LFS nq NO- FL- 81971_5f.5 a 4,Q 4K Cb On V! V e d Y.. z TYP. HEAD an 6 JAMBS oZu MASONRY OPENING 1451 600 O C4 0 T FRAME X5 og 0 IX BUCK 0 L " TCH DEADBOLTDETAIL 0 Ln iuz9 ninHINGE JAMS STRIKE JAMS CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations of the comma may be adjusted to maintain the n*L Masonry I X buck construcilon G edge distance to rnadarloln1s. 12 L 2. Concrete anchor locations noted as WAX ON CENTER' must be acMted 10 maintain the rnh. edge distance to mortar Joints, additional concrete anchors may be reqt*ed to ensure the AMX. ON CENTER' dimension are not exceeded. z 3 Concrete anchor table: MIN.. 0 ARANCE.' MIN. CLEARANCE ANCHOR. ' ANCHOR ANCHOR. 12 z E . TO. MA.S.ONRY: JO ADJACENT 4 0 jypjEMBEOMEMrEorv.:-- 'ANCHOR 0 ITW - A 5122108 0z TAFCON* r SOML, N.T.S. HINGE DETAIL Irw am uy- OWS T ' Co. 0 EAPCON3/1V 1-114' r OOL gy. LFS WOOD SCREW (NSrALLAnON NOTES: 0PANOW M.. I. Maintain a n**num 518'edge distance, I'end distance, & I"o.c. spacing of FL-8871.5 wood screws to prevent the splifing of wood. — 0 Sur — L or BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG - 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4' SHIM SPACE WOOD D 114' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3.1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4' X 3-3/4"PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1 /7 PFH WOOD SCREW 1.15- MIN. EMBEDMENT) STEEL I INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUMJCOMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB [0—AKj SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 010 X 3/4" PFH SCREW STEEL 13 09 X 3' PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 N8 X 2-1 /7 PFH SCREW STEEL 17 118 X 3/4' PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSEI SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.077 THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STARI WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023' THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.13T THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSICI COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 1 FOAM CORE POLYURETHANE 4.56' 1 39B HEAD SLOE Jamb 1 THRES LD 6ww*V acQuslable S ES tD Wwbw=a-oc rst 5.75 0 rE HOLD 5 OulswhV stmsdad N: j•••,`' om Z ' m o dmQQ Si L I - 5JlS r RES Ol0 ftwbv acQWabse 4 RES LO Oubwbsp coastal 6 RES OW trssv+4q MAX. DESIGN PRESSURE = +1- 50 PSF 41 i 41 IWAM- N.T.S. tm en FL-8871.5 ET _L OF 8 Florida Building Code Online Page 1 of 3 MI At Pr scis Mome I Login I user Registration I Not Topic I submit surcharge I stats 6 Facts Publications I FaC stag I scls site Map I Links I search I Rolid3 reavaProduct Approval USER: ctt, User Product Approval Menu > Produtt or Aooheamn Search > Apoi¢anon List > Application Detail FL It FL1S332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, 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 Product Approval Method FLIS332 R3 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://,,Aw"r.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 If 08-022488.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:'N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I ASERIES 420ILUMINUM SGD REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R3 II 08-00501D.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLI.S332 R3 II 08-00502D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE S10809C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-00503D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: IISO-4R7-1824 The Sate 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 pulxk-records request. do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487. 1395. 'Pursuant to Section 455.27S(1), Florida Salutes, 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 an be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please click nere . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd VIIdk... 9/7/2017 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. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8 SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1 0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING 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 12 FOR ANCHORING 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. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX. XP. PX, XIP. PIX I TABLE OF CONTENTS 1 SHEET NO I DESCRIPTION NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS NENSIONS • I REV I DESCIIWMM I DATE I "PPaovco A I ADDED FIANCE AND FIN INSTALLATION 112/10/13 I R.L. ' B REVISED INSTALLATION DETAILS 08/03/15 R.L. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES oMwN: DWC NO. V.L. 08-02249 SLUE NTS D"TE 10/30/13 511EL' 1 OF 10 SIGNED: 1012312015 FII HE 6' MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART N3 FOR NUMBER OF LOCATIONS REOUIRED j- 17' MAX O.C. --I 6" MAX 17" MAX O.C. 16" vx AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35 OPSF NONE SEE CHARTS 41 AND 02 FOR OTHER UNITS RATINGS REVISIONS ' REV DESCRIPTION DAIS APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R L CHART 4t WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height n) 20.0 60.00 36.0 72.00 42.0 04 1 48.0 1 96.00 Pas I Nep Pos Neg Pot Nep I Pos I Nep 84.0 400 1 58.4 40.0 50.9 00.0 45.7 1 400 1 42.0 86.0 40.0 55.2 400 48.0 40.0 43.0 394 39.4 92.0 40.0 1 52.4 40.0 45.4 40.0 40 B 37.11. 37.1 86.0 40.0 49.8 40.0 43.1 38.4 38.4 35.0 CHART/2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height in) 30.0 60.00 36.0 72.00 42.0 84.00 48.0 96.00 Poa I Neg Pos Meg Pos Neg Pos Meg 84.0 58.4 1 58.4 50.9 50.9 45.7 45.7 42.0 42.0 86.0 552 552 480 48.0 43.0 43.0 39.4 39.4 92.0 524 524 45.4 45.4 40.6 40.6 37.1 37.1 96.0 49.8 1 49.8 43.1 431 38.4 38.4 35.0 35.0 CHART 13 Number ofanchor locations required Frame Single Panel and Total Frame Width (n) Height in) 30. 0 60. 0 36. 0 72. 0 42. 0 81. 0 48. 0 96. 0 H8S IJamb HdS Jamb H6S I Jamb I H85 I Jamb 4. 0 4 6 5 6 6 6 6 6 4 s s 6 s s s s re6. o 92. 0 4 6 5 6 6 6 16 6 96. 0 4 1 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN. ow6 NO. V. L. 08-02249 s 2 NTS D" 10/30/ 13 s"m 2 OF 10 SIGNED: 1012312015 NI0 9J''' 0 5 *_ O TOF ; tt` S; i//S'O1(A 11\` 1 A FF HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART R4 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX r 17" MAX O.C. I 6' MAX 17" MAX O.C. 6" T—. AX 4ME GMT 6' MAX 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART /4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED i35.0PSF NONE SEE CHARTS >lI AND #2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRN` ION DATE I APPROJED ADDED FLANGE AND FIN INSTALLATION 12/10/13 F.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART I4 Number of anchor locations required single Panel and Total Unit wmlA (in) Fran* 30.0 60.0 36.0 72.0 42.0 4.0 48.0 96.0 HdS Jamb H&S Jamb HRS Jamb H6S JambI46566666 4 6 5 6 6 6 6 6 4 6 5 6 6 6 6 6 4 6 5 6 B 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION DRAW*. VAC NO. R V.L. 08-02249 5OAtc NTS 100C 10/30/13 1 SNEE13 OF 10 SIGNED: 1012312015 v,•VGENs'9d' 5 o TATE OF%' OFS OR10P NA' I a\. REMSIDNS 1/2" MIN. REY DESCRIPTION DATE APPROVED EDGE DISTANCE I1 A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEQMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. rSCREW EMBEDMENT SHIM SPACEI I I INTERIOR 1 /2" MIN. EDGE DISTANCE F=1 n 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. Lvac VIzTANCE III 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 111111III ft L 9 1900 LAKESIDE PARKWAY\\\\5 FLOWER MOUND, TX 7502E GENSF J+ NOTES: SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 96 FRAME INSTALLATION DETAILS VAT0 • OF PERIMETER AND JOINT SEALANT BYE TO BE DESIGNED /N ACCORDANCE WITH DRAW M NO REV i'`FSASTME22. 2S 08 B 4 isjONAj16\\ SCALE NTS — 10/30 13 SHEET49OF 10 METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE 1/4' MAX. r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 T- 3/4' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLNSIONS I REV DEWRVIgN DAIS APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DN6 NO REV V.L. 08-02249 B sr•,r NTS DATE 10/30/13 S"EET5 OF 10 SIGNED: 1012312015 N R I I` 0 1f/i A6E OF •w` 2 ,/Y MIN. EDGE DISTANCE 1 1/4" MIN. n EMBEDMENT CONCRETE/ MASONRY L 1/4" MAX' BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY 9 SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I INTERIOR SILL TO SET IN A BED OF APPROVEDESEALANT 1 1/4" MIN. a• EMBEDMENT a e VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 2 1/2- MIN. EDGE DISTANCE REV1SONS DESCRIPTION M1E APPROVED ADDED MANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R L. 1 1/4- MIN. EMBEDMENT 1/4" MAX. 2 1/2" a SHIM SPACE MIN EDGE DISTANCE o 3/16" TAPCON CONCRETE/MASONRY BY OTHERS a j OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR IN EXTERIOR JAMB INSTALLATION DETAIL 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 SIGNED: 1012312015 D LLCMIWI9000LAKEs ft. toPDOORvoAWS FLOWER MOUND, TX 75028 v,•GENsh•9,J+% O'V6 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS AO,• TAT OF i' • '[ - F OR10;•` oRA1rr+ oNc No. RLv 08 BONA scuE aTE sNEn249NTS1030/13 6 OF 10 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX SHIM SPACE 10 WOOD SCREWS EXTERIOR U U INTERIOR FO BE SET IN OF VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT LVUL V.al—{ L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 AS TM E2112 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLNSKM REV DESCRI IION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 1111111 111,, E IVFLOWERMOUND. TX 75028 v •\G S+' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 69x96" FLANGE 9ATINSTSTALLATIONDETAILSOF mwN oRcNo. REV i'O••j°[ORID1. V.L. 08-02249 B ss/.... .4 1/111111110scAEENTSIDAIE10/30/13 IsmEr7 OF 10 3/4" MIN. rlEDGE DISTANCE METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS I r F_ - g10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS RMSIDNS DESCRRTDN DATE I AWWAD ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/4" MAX. SHIM SPACE A10 SMS OR SELF DRILLING SCREW 3/4" MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR L__ n F 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 L TO BE SET IN # 10 SMS OR BED OF U 1 P I I I SELF DRILLING lu PROVED SEALANT SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DRAWN- 7- V. L. 08-02249 Os NTS — 10/30/13 5NEt18 OF 10 SIGNED: 1012312015 1R IL Off/Zi CENSt;- If o TAT OF *wz OR%'D"— A L1 G```\ CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. EDGE DISTANCE e 1 1/4" MIN. u EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT RMSIONS ' REV DCSCRTIION 0r7EI -PpRWED A ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1/ 4" MAX. r SHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETHMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 f I NOTES: e • 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, e, 1 1 /4" MIN NOT SHOWN FOR CLARITY. a EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE e :• DESIGNED IN ACCORDANCE WITH ASTM E2112 e .• 2 1/2" MIN. SIGNED: 1012312015 VERTICAL CROSS SECTION EDGE DISTANCE MI WINDOWS AND DOORS LLC CONCRETOMASONRYINS TALLATION 1900 LAKESIDE PARKWAY 5 R• L0 1////// 9 i FLOWER MOUND, TX 75028 GEN,S SERIES 420 SGD REINFORCED WITHOUT ADAPTER o,,8126 +t= x 96" FLANGE INSTALLATION DETAILS o P , TATOF Lug DRANK. UPC ND. Rcv c(pR10P• 08 8 ass/ONA SCur NTS °" 10/30/13 S" 2990F 10 11Ea`\ WOOD FRAMING BY OTHERS 1 1/4- MIN EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE 1/4" MAX I SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 REMSIDNS ' REV DESCRIM" CAM APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13108/03/15 R L. B REVISED INSTALLATION DETAILS R.L. 1 5/8" MIN. EDGE DIST. e TRIM ° 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 1 D 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE 1& 1/2" MIN. EDGE DISTANCE METAL STRUCTURE 3/4" MIN. BY OTHERS r EDGE DISTANCE INTERIOR TRIM TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP SCREW OD D ELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKAVOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 11111 I1/ L D, /' FLOWER MOUND, TX 75028 NUJ GENgl:9.+% SERIES 420 SGD REINFORCED WITHOUT ADAPTERNOTES: 96" x 96" NOT SHOWN FOR CLARITY. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, ONAILFIN & HOOK INSTALLATION DETAILS TAT 0 F PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAw", py Np• REv i0' • Ql pRtOpDESIGNEDINACCOADANCEWITHASTME2112 SWIE w1ENTS 10/30/13 08 0224 Of 10 B , Florida Building Code Online Page 1 of 6 I CT W Business.Frofessional SCIS Home I Log In user Registration i Hot Topic Submit Surcharge Scats 6 Facts i Publications FSC Stall SCIS Site Map Unk9 Search b a r *-1, Product ApprovalIUSER: Public User PropuR Aporwal Menu > ProAutt or Application Seareh > Application List > Application Detail FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton sham ilton@clopay.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 R 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 FL15279 R4 Eouiv 20150319 - FBC - DASMA 108 eauiv.odf FLIS279 R4 Eouiv 201SO319 - FBC - DASMA 11S eouiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/201S Date Pending FBC Approval Date Approved 06/21/201S Date Revised 08/10/2017 Summary of Products Go to Page r_ 12 FL * Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The 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). O 0 Page l/8O O Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with oroof of contract and proof of insoection.odf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 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, WINDCODES W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 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). 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 13S, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 lI 104175-RevOl.adf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Revl3.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports Created by Independent Third Party: 15279.S 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WiNDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R4 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 FL15279 R4 II 104028-RevOl.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: 15279.6 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" 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 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R4 C CAC W3 Listina 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 FL15279 R4 II 104168-RevOl.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: 15279.7 007 W3-16 PAN-21FM: 73, 1500, 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 48B, SSS, 4RST, 6RST, 4RSF, 6RSF Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF FLIS279 R4 C CAC W3 Listino Intertek.odf 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 R4 II 101308-Revl2:pdf windborne debris regions. The product without glazing DOES Verified By: ' Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Parry: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 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 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 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 FLIS279 R4 lI 101652-B-Revli.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: 15279.9 009 W4-09 DSIE-1F471: G02SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2L'P, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes ' of inspection.odf Impact Resistant: No FL15279 R4 C GAG W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://wwvv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNA,tDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard 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 FLIS279 R4 II 103969-B-Rev02.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-11`171: 9200, Double -skin Insulated PUP (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL1S279 R4 C CAC Letter with proof of contract and proof of inspection.ndf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DS1UO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door 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). Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 R4 11 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21FiSi: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, SS, WINDCODE® W4 Garage Door 42B, 48B, 555, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing 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 FL15279 R4, C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C GAG W4 Listing Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R4 Il 300159-B-RevI6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-2F441: G4S, GS4, Gallery/Arbstry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE® W4 Garage Door GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, E04SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with proof of contract and proof of insoection.pdf Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard 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 FLIS279 R4 11 103486-8-RevOB.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 http://vA r",.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQartDgv3yVVKJZI QR... 9/7/2417 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: 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). 15279.15 015 W4-16 DSIE-1F171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HOGF, 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. Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODES W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoecdon.odf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.pdf 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 R4 C CAC Letter with proof of contract and proof ofinspection.Ddf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-8-Rev13.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 OSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 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 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listina Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard 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 FLIS279 R4 lI 104029-B-Rev03.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-11`479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 279a. min.) with Overlay Double Car (up to 16'0" wide) WINDCODE® W4 Garage Door 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 windborne 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 HVHz: 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 Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLiS279 R4 IL 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) WINDCODEp W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R4 C CAC W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-RevOl.odf Verified By: Intertek Testing Services NA, Inc Created by Independent Third Party: http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=A,GEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone Interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHz: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with proof of contract and proof of inspection.adf Impact Resistant: N/A FL15279 R4 C CAC W4 Listina Intertek.odf Design Pressure: +25.5 PSF/-25.5 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 R4 tI 104457-Rev02.pdf 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: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, SS, WINDCODE8 W4 Garage Door 411ST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GRSSV, AR5S, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listina Intertek.odf Design Pressure: +24 PSF/-24.S PSF Quality Assurance Contract Expiration Date Other: The standard 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. FLIS279 R4 II 101711-B-RevlS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page O a east Neat 0 d Page l/846 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 state of Florida.:: Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to Nis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: IN EM c Cfedk Card Safe http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl QR... 9/7/2017 R j— nN sia N 0 W 3i m_ o s O N 9L:-? gc N6 Q am J O Q 2 0 O a o » oo U U Z in C W y N rn N O W a H cr VI Q Ga U y m HO d n m M dN g O cF ' gggaills f Islip iR ( N Li Ll gillN Y xmi i000 -Lew a000 V R N Nd lot Het : 1 .4 d O 9 0 a c CIOI v 09 149 g flip g a its r Ills 3 d lip! ar-4 0 s p u 0 sg yy g EEe pug PIK, 1111111 g Florida Building Code Online Page 1 of 3 Regulation i BCIs Home I Log In I user aegistraoon ! Hot Topic$ I submit surcnarge I slats 6 Facts F Publications I FBC start I BCIs site Map I Vnks ! search I rloncb j a''' Product Approval USER: Public user Product Aooroval Menu > Product or Application search > Application List > Applitetlon Detail FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 I%. MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 2. Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/1.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 summary of Products FL tt Model, Number or Name Description 17499.1 185 SH 5202 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Imoacr 3).odfDesignPressure: +55/-55 Other: R-PG55, Missile Level 0, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flanae) Impact 2).odf FL17499 R1 C CAC MI Windows - 185 SH (Flanae) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 RI ii 08-02544A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513320A.odf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(133621E1725.01-109-47-RO' 185 SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).odf FL17499 R1 C CAC MI Windows - 18S SH (Fin) (9).odfDesignPressure: +60/-60 Other: R-PG55 FL17499 R1 C CAC MI Windows - 185 SH (Flanne) (9).odf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 4 dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.odf Other: R-PG55`, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R1• C CAC MI Windows - 185 SH (Flange) Impact 3).odf FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 RI 11 08-02545A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.odf Created by Independent Third Party: Yes 17499.4 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 1.85 SH(FLG waiverl.odf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (121.odf FL17499 R1 C CAC MI Windows - 185 SH (Flanae) 10). Ddf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.odf Created by Independent Third Party: Yes 17499.5 1 185 SH 136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/prlpr_app_dti. aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(133631E1729.01-109-47-RO 18S SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60` 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) 3).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) 4).odfDesignPressure: +50/-50 Other: R-PG50' FL17499 R1 C CAC MI Windows - 185 SH Triole (Flanoe) 3).odf FL17499 RI C CAC MI Windows - 18S SH Triole (Flanoe) 4).Ddf Quality Assurance Contract Expiration.Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02S48A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf Created by Independent Third Party: Yes 17499.7 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3).odf Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).Ddf Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 31.odf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE S13323A.odf Created by Independent Third Party: Yes 6adk Nest Contact Us :: 2601 Blair Shone Road. Tallahassee FL 32399 Phone: 8SO-497-1924 The State of Florida is an WEED employer Coovdoht 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 050.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an ernall 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: MAE ® 0 EUrd M Credit Card Safe http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 WOIES: I THE PRODUCT SHOWN HEREIN IS DESIGNED AND VANUFACTURED TO COMPLY WITH REI:LIIREMEt11S OF IHE FLOOIDA BUILDING CODE INCLUDING ]ME H:,NZ. 2. :Y000 FRAMI, AND MASONRY OPENING TO BE DESIGNEC AND ANCHORED TO PP.GPERLI' TRA14SFER ALL LOADS TO STRUCTURE FqAMING AND MASONRY OPENING IS THE RESPONSIBILII'r OF 1HE ARCHIIECI OR ENGINEER OF RECOL(D 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. %,HERE SHIM OR FUCK THICKNESS IS LESS THA14 1-1/2" WINDOW UNITS MUST BE AIJi.HVRCU THROUGH I11L FRAME IN ACCORDANCE W11H MANIVI'ACTURER'S PUBLISHED INSTALLATION INSTRUCTIO413. AWJ HOPS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCREIE OR UIHEP. STRUCTURAL SUBSTRATE MAIERIAL 5. WIIER_ WOOD DUCK IWCKNESS 15 1-1/2" OR GREATER. DUCK SI•IALL BE SECURELY FASILNED 10 MASOIJRY. CCNCRCIE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHEO INSIALLATION INSIRUC110^IS. 6 YN11ERE 1>. DUCK IS NOl USED DISSIMILAR MATERIALS MUST BE SEPARAILD WITH APPROJEU COATING OR 11EMBRANE. SELECTION OF COATING OR MEMBRANE IS THE P.ESI=ONSIBILITY OF THE ARCHIIECT OR ENGINEER OF RECORD. 7. BUCKS SHALT. U-JEND BEYOND WINUO'; INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 6 FOR FIPI INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD DEARING SHIM. SIIIM WHERE SPACE OF 1/15" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2. SHIA,IS SHALL BE LOCATED. APNL IED ANO MADE FROM MATERIALS AND TIIICI<NCSS CAPABLE_ 01' SUSTAINI14G APPLICAkE LOADS. 10. WIND LO'0 00Fv1T1.ON FACTOR CU=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E 1300-04/09. SEE SKEET 14 FOR GLASS DETAILS. 13. APPROVED IMPACT P-;OTECTIVE SYSTEM IS NOT P,COUIREQ FOR 11-11S PRODUCT 114 WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORIPIG THROUGH Fltl INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT IIJTO SUBSTRATE. LOCAIL' ANCHORS AS SHOWN IN ELEVATIONS 4140 INSIALIAT10N DETAILS RIVISIWK ' I RLV I OfSU'`PTON I DAIE I APPROVED A I REVISED AlICHOR SPACING k CHARTS 1 07/11. 20161 R.L. IS. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMNG 0^ 2X SUCK USE 'IO WOOD SCREWS V.'IT,H SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT 0110 SUOSIP.AIC. LOCATE ANC11ORS AS SIIaNN 114 LLEVAIIONS AND INSTALLAIIUN OCIAILS 16. FOR ANCHOR114G TI IROUGH FRAME INTO MASONRY/CONCRETE USE 3/ 16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE V:ITI1 2 1/2" IVIWIMUM EDCE DISTANCE LOCATE ANCHORS AS SHOWN IN ELLVATIONS AND INSFALLA110N UEIAILS 17. FOR ANCIIORING TIIROUGN FRAME INTO METAL STRUCTURE USE 00 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMLIM DE(OND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOVJIJ IN ELEVATIONS AND 114STALLAIION DETAILS. 18. ALI. FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN AC ORDAIJCE WITH ANCHOR MANUIFACIUHER'S 114SIALI-AIION INStRUCTIONS AND A14CHORS SHALL NOT 13E USED IN SUBSTRATES WITH STRENGTHS) LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD: MININ,UM SPECIFIC GRAVITY OF f,=0.•t2 u. CONCRETE: MINIMUM COMPRESSR(E STRENGTH OF 2,000 PSI. C. MASONRY. HOLLOW/FILLED BLOCK PER A.S1M C90 W'IFH I"m=2.0OOPSI MINIMUM. Fi. METAL STRUCTURE STEEL 18CA (D48") F1=331C51/FU=52KS1 OR ALUMINUM 6063-75 FU=30KSI .048" THICK MINIMUM I TABLE OF CONTEIITS 1 SHEET H0d DESCRIPTION I1NOTES 2 - 4 CLEVAF DNS 5 - 13 1145TALLATION DETAILS 14 1 COMPONENTS SIGNED: 0711212016 M650WINDOWSwREST NDDOORSR ilc0 ETStRI.'\\' GRATZ, PA 17030-0370 G E NS:9U,i 0 5 #= SERIES185ALUMINUMSINGLEHUNGWINDOW52" X84" NON -IMPACT NOTES 70 , AT OF , F•' O(0RI0? • DRAWN. Dlw NO. O8- OC 5160E m. v A SCA11: NTS °"Z 12/09/14 14 1^ MAX FRA,MC H00IT 1I.Ait 15" MAX O.C. 52' MAX FRAME WIDTH IG" MAX O.0 I Jy O X/ I 52" MAX FRAME WIDTH 2" MAX 2" MAX 6" — j 2" MAXMAXO.0 2" I ICam. IF" MAX C. _ 0 84" r MAX I ... FRAME -- -- HEIGHT 4 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTALLATION FLANGE A FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART /I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 1FI FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 3:60.0PSF NONE NOTES: I MAXIMUM SASH SIZE: 51" X 36". 2. LiAXIMUM SASI I I) L O.. 47 5/8" X 32 1/2". 3. 1A.Ak161UM rixw O L.o : 49 1 /A" X 45". IA.1(2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL I NE T.:101R . I)MCROWk GTE I APPPMM REVISED ANCHOR SPACINC k CHARTS )7/111,201-3RL. CHART # 1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Frame Rome Width In 18. 00 24.00 30.00 36.00 420o 48.00 2.00 Hrlghl ( b1) Head Jamb Head liamb Head Jamb Head Jamb Head Jamb Head I.Ismb Head Jamb 2400 2 3 3 3 3 3 3 3 3 3 3 3000 2 3 3 3 3 3 3 3 3 3 1 3 36. 00 2 3 3 3 3 3 3 3 3 3 1 3 42. 00 2 3 1 3 4 3 4 8A10 2 4 3 3 4 3 1 4 1 5400 2 5 3 5 3 5 3 5 1 5 1 5 4 5 6000 2 5 3 5 3 5 3 5 1 5 1 5 4 5 6600 2 5 3 5 3 5 3 5 1 5 1 5 4 5 72. 00 2 8 3 6 3 8 3 6 1 6 4 6 1 6 7100 2 6 3 8 3 8 3 6 6 6 5 5— 2 6 3 8 3 8 3 6 0 1 7 1 5 1 7 SIGNED: 0711212016 MWINDOWS AND DOORS 650 WEST SIREEI GRATZ. PA 17030-0370 r••GENS• "P SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON—IMPACTFLANGE P0F FINLESSELEVATIONSATi'FS: 0R10P•6\` DRAWN- va; Nu REV 08025 A c"'E NTS I)ME 12/09 14 S26OF 14 E IJ I'R HE 52" MAX FRAME WIDTH 2" MAX — r , ,6O MAX _ 2" MAX I1 l 1 1G" MAX O.0 1- X 1M1: HT r X I1 1d 52" MAX TRA ,.E Wli)TH — 2' MAX 1— 16" MAX 2" MAX - D.C. 2MAX r I6" O.C. OO-.IC- 84" I % MAX FRA11E HEIGHT 4 X 11 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTALLATION FLANGE A FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART /2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE. NOTES: 1. MAXII.IIJL+ SASH SIZE 51" X 33". 2 MAXIMUM SASII D.L O.• 47 5/8" X 32 1/2". 3 IJAXIMUM riXED DLO ?9 1/-" X 45". METAL SWEEP LOCK AT B" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS R1vl::lwrs ' INSCR a1gM DAtE I aaa.'W I) RLb1SED ANCHOR SPACING k CHARIS 07/111%%2015 R.L. CHART #2 UNITS INSTALLED WITH FILLERS Numbor of anchor locallens requlrsd Frame Iblpht(In) Rome Width (In) 1600 24.00 30.00 3600 42.00 46.00 SLW Need Jamb Hoed .pmD Head Jamb Head Jamb Head Jamb Iliad Jamb NssO Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 6 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 6600 2 5 3 5 3 5 3 5 1 5 4 5 5 72.00 2 6 3 8 3 8 3 6 B 4 6 4 6 76.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 8400 2 6 3 6 3 1 8 1 3 1 6 4 6 1 4 1 6 1 4 6 MI WINDOWS AND DOORS 650 WEST MARKET SfREEI GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE do FINLESS ELEVATIONS WAN. N.G. 1 08-02546 CUL NTS DA`C 12/09/14 I.SiIM3 OF 14 SIGNED: 0711212016 F1i HE 52- M,,x FRAME WIDTH — 2" MAX - 10" X D.C. -1r 10" MAX O.C. I O iAx AUE I!HI 4 7 2" MAX I t"I HE 53" Mnx FRAME WIDTH — 2" MAX - t 10" - 1 MAX O.C. 1 P 10' MAX O % O.C. I14" IAi( AME IGHT A` U v r 2 MAX 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 03 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING, IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH O.L.C.: 47 5/8' X 32 1/2" S. MAXNAUM FIXED D.L.O.: +g Fk 15Mrls ' oc5[mm or WE I x'm+ I) REVISED ANCHOR SPACING R Cf1ARTS 107/11/20161 PL CHART#3 Hum bar of anchor locations raqulrod Frame Haight(in) Frame Width (in) fd00 H8S Jamb 21.00 HdS Ijamb 30.00 HdS Jame 36.00 HdS Jame 4100 HtS Jamb 4d00 HAS Jamb 6100 HAS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 e 3 6 3 30.00 3 4 3 4 4 4 s 4 5 4 e 4 6 4 36.00 1 5 3 5 4 5 5 5 5 5 6 5 e 5 4100 3 5 3 5 4 5 5 5 5 5 6 5 0 5 48.00 3 8 1 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 8 60.00 3 7 3 7 4 7 s 7 5 7 8 7 8 7 66.00 3 8 3 0 4 8 5 8 5 e 6 a 6 8 1100 3 e 3 e 9 5 a s 0 e e 6 6 7d00 B 3 9 1 B 5 B 5 9 8 9 8 B 84.00 3 9 3 9 4. B 5 B 5 B 6 9 1 8 1 9 MI WINDOWS AND DOORS 650 WESI MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN ELEVATION N.G. 1 08-02546 u'MX NTS °A`r 12/09/14 -"ET4 OF 14 SIGNED: 0711212016 0 p GTAT 5EOF • 4i` A` OR10P • •` 4` 10400D FPAhIING OR 2X BUCK BY Uh1ERS BACKER ROD tc APPROVED SEALANT EXTERIOR UACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY 01HERS 1 /2' Wit EDGE DISTANCE 1 1/4- MIN. fMEEfIfENT I 1/4" MAK ,- SIIIM SPACE 10 WOOD SCREW INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. T— L SHIM SPACE i 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 METAL STRUCTURE BY 0114ERS APPROVED SEALANT EXTERIOR BACY.E4 ROD — d APPROVED \ SEALAN7 METAL STRUCTURE BY OTHERS 3/4" MIN fi EDGE DISTANCE I 1/4" MAX. f0 0 r SHIM SPACE 10 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION INTERIOR Pmni C.. ' RLV DlSCRRTON WIE a.'a?OvtD A REVISED NJCHOR SPACING h CHARTS 07/11/7016 P.L. I 1/4" Mitt. 1/4' LWA EMBEDMENT SHIM SPACE 1J 1/2- INTERIOR MIN / DGE _ DISTANCE 10 WOOD - \ SCREW Y.'OOD FRALIING OR 2X DUCK \'- BA( KER ROD EXTERIOR BY OTHERS & APPROVED SLAIANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4' MAX. SHIM SPACE lo slls or•. INTERIORSELFDRILLING SCREWS 3/4 SILL TO BE SET IN BED Of MIN. CICD, C APPROVED T iLJ STRUCTURAL EXTERIOR SEALANT METAL 1/ 4" MAX. STRUCTURE BACKER ROD BYOTHER_' SIIIM SPACE A,, APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650 WINDOWSDOORS L I) KNDESTGRATZ, PA 17030-0370 SIR . v . OEN'y'.'p-s SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 6 #= 52ATION NON IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS r $AT OF i' FS'clOR10P•0\Z'`\ DRRWN. IW: uJ NIA N.G. 08—tic 546 A w NTS12/09/ta 5 OF la 2 112" MIN. EDGE DISTANCEI PmSKAr . REV O(SERITOH MtE •Roan CONCRETE/IAASOIINY BY OTHERS 9 . A RrmcD ANCHOR SPACING h CHARTS 1 07/11/2016 P.L. OPIIGIJAL 1,( SUCK ^•., ' a' ° 1 1/4" MIN. SEE NOIES 3 - 7 EMBEDMENT 1 1/4" MIN SHEET 1 EMBEDMENI 1 C0IJCRETEiMnSOPIRY I - - 1/4 MAX. 5!IM SPACE i 1/4" MAX _ DY OTIICRS BACKER ROD SHIM SPACE APPROVED o SCPIPNI' a L 3,: 16" TAPCON 3/16" TAPCON .° 1 INTERIOR EXTERIOR INTERIOR 1/2' 2rciJ , DG E oEDGE DISTANCE L_ \ EXTERIOR BACKER ROD f.• APPROVED OPTIONAL 1X BUCK - SL"ALANT SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL ROD SILL 70 BE SET 11J A BED OF CONCRETFAUASONAY/NSTALLATION BACKER APPROVED APPROvED STRUCTURAL SEALANT, \ SEALANT' OPTIONAL IX BUCK SEE NOTE 3 - 7 \ 1 /!/ J. 1: •1' MAY. r SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. SHEET I 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE MTN ASTM E2112 Oi, I-,RETE/MASONRY SIGNED: 07/12/2016 BY 01HERS a MI WINDOWS AND DOORS 11I IIIIIIi, 650 WEST MARKET STREET 5 ft. Lo4J i GRATZ, PA 17030-0370 v •*\GENS'.9U+ SERIES 185 ALUMINUM SINGLE HUNG WIND0IY 52" X84" NON -IMPACT m FLANGE INSTALLATION DETAILS WITHOUT FILLERS AT OF ty VERTICALCROSSSECTIONOF•;°( ORIO• CONCRETE/MASONRYINSTALLATION MWN: JYi A0. FLV 08 n SS'...... a6`. 502546I: MT NTS12/09/14 6 OF 14 1 / 2- MIIJ EDGE DISTANCE A& OfSC2mn0u ME nowa._n t/4° MINVOODFRAMING—. A REVISED ANCIiDR SPACING h i,11ARTS 07/I1f7016 P,EI', /% EDGE DISTANCE - OR 7.r BUCK . I UY OTIiERS METAL 1 1/4" MIN. 1/4' MKA. 1 1!4" MIN. STRUCTURE EMBEDMENT SHIM SPACE EI PEI)MENI B 0114ERS T/4' MAX. 1i1M SPACE" BACKER ROD ' IT 1/2" INTERIOR APPF—WEI? I,IAv„' ,. pp' MIN SEALANTIII SIIIAI SPACE APPROVED rI \ \/ SEALANT I DISTANCE MID FILLER ` A 10 WOOD SCP,E+`< N 0 WOOD -• ,\ , RIGID '© FILLER `- (f SCREW la SMS OR \ _ SELF DRILLING WOOD FRAMING _ EXTERIORSCREWOR2XUUCK BACKEP ROD BY OTHERS RIGID & APPROVED FILLER SEAIANf JAMS INSTALLATION DETAIL 12 r IJIIRJJWOODFRAMINGOR2XBUCKINSTALLATION INTERIOR INTERIOR _ MCTAL _ I /.I" Max. J , 11_ i STRUCTURE Slil`A SPACE{ I EXTERIOR JJJJ 00 F.Y OTHERS EXTERIOR j 10 sMS OR INTERIOR SELF ORREWSIIIIIISCREWSl bgF__O I SILT. Tu BE SET IN A SCO OF APPROVED STRUCTURAL LJACKcR ROD SCALAHI h AP^ROVED EALANT 1/4- MAX. BACKER ROD r SHIM SPACE APPROVED WOOD FRAMING SEALANT OR 2X DUCK •` BY OTHERS . META STRUCTUR L BY OTHER VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4" SILI. TO BE SET EDGE IIJ A BED OF DISTA14CEm APPROVED STPUC.TURAL / EXTERIOR SEALAI: RIGID J BACKER ROD 1/4" MAX. FILLEN ,1, APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650I DOWESTMARKETS ANDDOOLRS S R!ILO GRATZ, PA 17030-0370 v •GENS.9s i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84' NON -IMPACT FLANGE 114STALLATION DETAILS WITH FILLERS jrrSq0 • AT OF t caws v.; se FEv F•'°fOR10P• N.G. 08-02546 A/sS/• aG Ar NTS I °"[ 12/09/14 IsH°17 OF 14 2 1/2 " MIN. FDGE DISTANCE CONCRETE/ ^\`^ e .. e A e OPTIONAL IX 6UCr. * A° 1 1/a" MIN. SEC 1401ES 3 — 7 \ , EMBEDMENT SHEET 1 BACKER ROD SHIM SPACE Ate APPROVED K \ SEALANT RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR J; I — SILL TO BE SET RI A BED OF BACKER F.Op APPROVED 3 AoPRP.LLANI EO SEArII STRUCTURAL SE/,U+NT i7 OPTI.ONAL IX RIJCI ` •'- `L-- I 1/4" MAX. SEE NOIE 3 - 7 ' r SHIM SPACESHEET1 a- CONCRETE/MASONRY BY UIHERS °14 e• ' e VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION ALVLyIIG oeseAvmoN are I ANN'tXTP REVISED ANCHOR SPACING h CHARTS 07/11 /70161 P.L. EMBEGMEIJI CONCRETE/ MASONRY BY 0711CRS OPIIONAL 1X DUCK I , r SEE IIOTES 3 — 7 c / SHEET I SHIM SPACE a 1 INTERIOR 2 I/2" MIN. EDGE v DISTANCE • EXTERIOR BACKER ROD RIGID & APPROVED 1-4LER SEALANT JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLAT ION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWSND DOORS650 WESTMARKETGRATZ, PA 17030-0370 v •GENSF 9s' p SERIES185ALUMINUMSINGLEHUNGWINDOW*•J1 52" X84' NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER p({q(` T7 EE cfORIDe- IDRAWN: ar. I.0. ALv N. G. 08-02546 A 16/,`s/pNAI J/ tlllllll111 cNTS °A'c 12/09/14 `-1C118 OF 14 1:'2' MIN EDGE DISTANCE WOOD FRA4111:6 UY OTHERS ` METAL STRUCTURE BY OP,ERS HACKER ROD APPROVED I 1 14" MAY.. t SPACESEALANTIIIM APPROVED SEALANT 4' MIN I I EDGE DISTANCE t ar IRNDE%MPIVW n RVASCD AIJCHOR SPACING k CHARTS 07/11/2016 R L. 1 1 /4' MIN. 1/4' MAX. EMBEDMENT SIIIM SPACE 1/ MIN EDGE DISTANCE 1/4' MA:I, SHIM SPACE INTERIOR 10 WOOD SCREW 11 f 10 SMS OR 010 WOOD \\ I EXTERIOR SFLr DRILLING SCREW EXTERIOR SCREW WOOD FRAMING Z OR 2X DUCK i rre •` BACKER b:DDBYOTHERS APPROVED INTERIOR J I JAMB INSTALLATION DETAIL 1 WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR INTERIOR 1 /4 ' MAX, SHIM SPACE m 10 SMS OR INTERIOR SELF DRILLING SCREWS \ BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X PUCK BY 01HERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROT. 1/4" MAX. & APPROVEC SHIM SPACE SEALANT r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SIRUCTURAL SEALANT 1 /4" MAX. SIIIM SPACE 3/4' MIN. ' EDGE JDLsuwCE EXTERIOR t METAL ` BACKER ROD STRUCTURE A APPROVED Lit OTHER_; SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MssoWINDOESTWS DOORS 11L0KNDETSTREET1Sft. GRATZ. PA 17030-0370 v •GENS:9s! z: ,14p.,612 a- SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS rl,9, rr 0 , AT O W Z F•'°(QR10P• DR•wr. uo: No Rry 08- s 25n A NTS D'"E 12/09/14 0F 146 2 1 /2" tAlTl. RcwsRsr,, rEDCE DISTANCE RN ascrtrhaN apt APPPMO CONCRCTL/MA$OtJil'f .. -'^` A REVISED A14CI+OR SFACING k CHARTS 07/11%201fS PL 8f OTHERS •-.` " n a a t?I%IICIIJAL 111 BUCK^•. ` ° 1 1/4" MIN. EJAHEDIAENI SEE 140TES 3 - 7 1 1/4" MIN y_- SHEET 1 _r EMBEDMENT CONCRETE/MASONRY r 1/4- MAY.. _ L7Y ONIERS ( r- CPIIONAL IX BUCK 11Ai.KER ROD —' r SHIM SPACE I I SEE NOTES 3 - 7 A APPROVED I t SHCE7 1 SEALANI 3/ 16' TAPCON 3/ 16" TAPCON — • 1/4' MAX. SHIM SPACE INTERIOR j c17 EXTERIOR G1 J I INTERIOR 2 1/2• . MIN vIr EDGE f JI1DISTANCE EXTERIOR BACKER ROD Q APPROVED SLALANI SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE4IASONRYINSTALLATION BACKER POO / APPROVED do APPROVED f STRUCTURAL SEALANT / SF_ALANI OPTIONAL IX BUCK - \ I/4" MAX. NOTES: SEC NOTE 3 - 7 1. INTERIOR AND EXTERIOR pNISHES,BYOTHERS, SHEET 1 -J SHIM SPACE NOT SHOWN FORCLARm. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE 147TH ASTM E2112 C)M'RETE/MASONRf SIGNED: 0711212016UYOTHERS , MI WINDOWS AND DOORS \\\9 R.ILp l /ii650WESTMARKETSTREET \ \ / e • - GRATZ, PA 17030-0370 = N • GENSF•'9+ f SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• AlTe 5 INSTALLATION NON -IMPACT _ o:-4VERTICALCROSSSECTIONFINLESSINSTALLATIONDETAILSWITI4OUTFILLER yD•OF CONCRETE/MASONRYINSTALLATION 6R— Px' RIV N.G NTa r 08 y 2546 A S 12/09/14 10 OF 14 1/2" MIN EDGE DISTANCE WOOD FRAMING, OR 21' RUCK Ur OTHLR5 RACKER ROD t 4" MA,:. G ANPROVEO /J" j' SI IM SPACESEALANT \ RIGID # 10 WOOL; SC-EW FILLER INTERIOR EXTERIOR METAL - STRUCTURE . BY OTHER' APPROVEI SEALAN III------111--- I I 3/ 4' MIN EDGE DISTANCE 1/4" MAX. r SHIM SPACL BILLER 10 SA15 OP, SELr DRILLING EXTERIOR SCREW Jf r L f J INTERIOR SILL TO RE SET A LIEU OF lai A paRrvED STRU:iURAL HACKER ROD ^. SEALANT AP-ROVEDSEALAr1T1;'4" MAX. PACKER PO[ SHIM SPACE APPROVE[ L r SEALANI WOOD FRAMING OR 2X RUCK DY OIHEF:S METAL STRUCTURE BY OTHERS 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 BYOTIIERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO RE SET IN A BED OF APPROVED S1RUCTURAL SEALANT 1/4" MAX. SHIM SPACE REVISYAG ' na oaulamla MI[ I I REASED A11CH0R SPACING: R CHARTS 07/11/7016 RL. 1 1/4" A+.IN. 1/4" MAX EMDEOMCIJT SHIM SPACC 1 /2' INTERIOR MIN EUGE _ DISTAIJCE 51 o WOODt -[I ., SCREW— ) / j''-"""' 1 EXTERIOR WOOD FRALII140 OR 2X DUCK BACKER RODBYOTHERS J & APPROV_D RIGID FILLER. SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE I/A" MAX. BY IUT:IERS SHIM SPACE y10 SM0R INTERIOR SELF DRILLING SCREWS MIN EDGE F-rDISTAUCEEXTERIOR t RIGID - DACKER ROD FILLER #,. AP -ROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MsSoIWDOWESTMARKEIS ANDDOORS TREET Lo N4pe GRATZ, PA 17030-0370 JSTR. G •tp 5 SERIES185ALUMINUMSINGLEHUNGWINDOW* 52" X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS o:;OAX OF' 08- 02546 A pNA j1f 0` cc. G. cAt[ NTS12/09/14 511 OF 14 CONCRCTC/MA,iQNRY BY OTHERS OPTIONAL IX BUCK SEE NOIES3-7 SHEET 1 UACKCR ROD APPROVED SCALANI RIGID FILLER 2 1/2" MR1 EDGE DISTANCE 4 4. 1 1 /4" MIN. EMBEDMENT 1 /4" MAX. _ SHIM SPACE 3/16" TAPCON t EXTERIOR I -Iti , _I INTERIOR 4 SILL TO BE SET ry ROD 114 A BED OF SACKER AKPROVED APPROVED dc STRUCTURAL SEALANT SEALANT OPTIONAL IX BUCK r 1/4" MAX. SEC NOl E 3 — 7 '` L SHIM SPACESHEETI CONCRETE/MASONRY UY 01HERS ° L VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 i/4" NANO. EMBEDMENT CONCRETE/MASONRY BY 01HERS 3/ 1 G" TAPCON V. 1 /2" MIN. a EDGE DISTANCE RIGID FILLER REMSKAr. or,crrmuw WC I A"POan REVISED ANCHOR SPACING k CHARTS 07/4 1!20161 P L. CFIIONAL 1X BUCK r SEE NOTES 3 — 7 SHEET 1 I/4" MAY.. SHIM SPACC INTERIOR BACEXTERIOR cER ROD G• APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEA MSONRY 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 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLER DRAWN: our: FO. N. G. 1 08-02546 cnu[ NTS oA`c 12/09/14 s"r" 12 OF 14 SIGNED: 0711212016 1 1/4" WN. EMBEDMENT 8 woor) —••. SCREW WOOD i FRAMIN4 BYOTHERS I/4" MAX. SIIDA SPACE 7/1G" MIN j EDGE UQIANCC rnl li Atmsmr ' orscfnpTm r,Air REVISED NJCHOR SPAC1140 h rk"I.S 07/11/O 161 R.L. 1 wooD rRAL11N0 - _ I/A' MAX BY OTHERS SHIM SPACE i r \ INTERIOR II f,, 1 11•q, EXTERIOR J 'I EMBEDMENT INTERIOR — — DAI _ 5I , I 8 WOOD _ SCREW III III GE DINMI EDI;E DISTANCE EXTERIOR 7/16" MIN EDGE DISTANCE 8 WOOD - SCP.EW LULU„L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 114" %AAX SHIM SPACE NOOC FRAMING 6'f OTHERS JAMB INSTALLATION DETAIL 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 MI WINDOWS AND DOORS 650 WEST MARKET S1REE1 GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS CRAWN: 7i.9. N.G. 08-02546 1"L NTS ILIME 12/09/14 I5110113 OF 14 SIGNED: 0711212016 R I I LID'y i E N`rF'4U' 0 5 ••*= 7o 0 OF Fs:ccoRLo ALY / F 2 3/16- 13/16" L-11 i FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050- THICK 3 3,V If 1 u FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK h- 1 7/8- 2 3/18" FLANGE FRAME JAMB CM-185129 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-TS .055' THICK 2 3/16- _ 5/1n U1 FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050' THICK 2 51" 1 C" 3 3'4" J--- o r FIN FRAME SILL CM-18509 ALUMINUM 6063-T5.055' THICK 2 3/1G' FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050' THICK 2 3/16' 2 5/16" TL FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050' THICK 1 1 7/ 2 3/8" 7IFl _ 2 5/ 16" - T-F 2 S/ 16- 1 3/4.. 2" L L J LOCK RAIL/STILE SASH 80TT0M RAIL MEETING RAIL FIN FRAME JAMB CM-18505 CM-18555 CM-18504 CM-18510 ALUMINUM6063-T5 062'THICK ALUMINUM6063-TS 050'THICK ALUA41NUM6063-T5.055'THICK ALUMINUM6063-TS 050'THICK 1" U GLAZING BEAD V-663 RIGID PVC .060' THICK r 15/16" L-4- 5// GLAZING BEAD V-165 RIGID PVC .050' THICK II -11 3/8' r- 15/16" I SASH STILE CM-18507 ALUMINUM 6063-T5.050' THICK K"c"R , I RLv I olscRmlloN I PAIE I +PP.:O.> 0 1 I A I REVISED ANCIIGR SPACING h CHARIS 1 07/11/20161 R.L. 5/S 1 /8" ANN. - - 1 /8" ANN. IA AL REINFORCED Bll I'1 L SPACER EXTERIOR I INTERIOR 5/8" BITE SILI(:UNE SEALANT 1 ! SETTING BLOCK GLAZING DETAIL A 3/16" ANN EXTERIOR INTERIOR I I — SILICONE 5/8" BITE SEALANT 1 SETTING BLOCK GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS MAWW N.G. 08-02546 NVA NTS a'[ 12/09/14 1 sIIE[t14 OF 14 SIGNED: 0711212016 R I I LIO,// i It p oAT 6E OF •• SS ONAIt\'P Florida Building Code Online Page 2 of 3 of Products FL !F I Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLJS351 R4 C CAC APC 97429.01-109-47 Fin and Approved for use outside HVHZ: Yes 97435,01-109-47 Flanoe.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: LC-PGSS. Glass must comply with ASTM E1300-04. Installation Instructions FL15351 R4 11 188 HS FIN 73x62 DPSS As Tested 97429.01. odf FLIS351 R4 11 188HS Flanoe Non -Impact Fastener Schedule 08-01023B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1S3S1 R4 AE S11588B.odf Created by Independent Third Party: Yes 115351.2 1 HS 188 Fin and Flange Frame XOX 1120x62 Insulated Glass Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-55 Other: HS-LC40 Certification Agency Certificate FL153S1 R4 C CAC APC 99775,01-109-47 Fin and 99780,01-109-47 Flanoe.odf Quality Assurance Contract Expiration Date 04/15/2019 Installation Instructions FL15351 R4 11 188HS XOX Flange Non-Imoact fastener Schedule 08-01156B.odf FLI.S351 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775.01.odf Verified By: Luis R Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B.odf Created by Independent Third Party: Yes 115351.3 1 HS 188 Fin Frame 173x62 Laminated Insulated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed outer lite, air space, 1/4" annealed laminated glass comprised of 2 sheets of 3/32" glass and 0.090" thick PV8 by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 109-47-RO .odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 lI Installation Instructions - 188 HS Impact FIN 73x62 Product 3.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 1S351.4 I HS 188 Fin Frame 173x62 Laminated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-SO Other: HS-LC50. Missile Level D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. 15351.5 1 HS 188 Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D, Wind Zone Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FLIS351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product4.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x62 Laminated Glass Certification Agency Certificate FLIS351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.odf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wlau... 9/7/2017 Florida Building Code Online Page 1 of 3 lUs Business & Professional Regulation'i Fla. IN' SCIS Home I Log In User Registration ; Mot Topics Submit Surcharge Stats & facts ; Publications FSC Stag ; SCIS Site Map Unks Search r Product Approval USER: Public User t+ i! uuwa,,, ¢ Product Aooroval Menu > Product or Aooliatan Search > Application US > Application Detail FL # FL15349-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 6S0 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 Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE 9j Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA S06 AAMA/WOMA/CSA 101/1.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/18/2016 Date Validated 11/18/2016 Date Pending FBC Approval Date Approved 12/01/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWlan... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R8 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 R8 II 08-02357B.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R8 AE 5131248.odf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 RS C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +SS/-55 Installation Instructions Other: R-PG55 FLIS349 R8 II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R8 AE 513763.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 FLIS349 R8 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/-55 Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLIS349 R8 II 08-02948.odf consisted of 5/32" 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 FL15349 RB AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x S4 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 RS. C CAC APC 8272.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.odf Impact Resistant, Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 R8 II 08-016148.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 5122788.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 FLIS349 R8 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-LCSS, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-016138.Ddf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62S14 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 R8 AE 512277B.odf Created by Independent Third Party: Yes 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-SS Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLIS349 R8 tI 08-02947.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wlan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62S14 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R8 AE 513781.Ddf Created by Independent Third Party: Yes Bads E Conrad Us •: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prrvaty Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall 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 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 45S, F.S., please dick nere . Product Approval Accepts: M ® 0 Credit Card' Safe http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd WIan... 9/7/2017 NOTES- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR 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. IT. 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 #6 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 DESCRIPTION DATE APPRD+m REVISED INSTALLATION 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 010 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 18GA (.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. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT NOTES TABLE OF CONTENTS oAc No DESCRIPTION J.L. 08-02357 1 NOTES scuE NTS EAR 09/03/14 —1 OF 12 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L. ROBERTO LOADS PE 1432 WOODFORD RD LEWISVILLE. PAC 27023 4 — 12 INSTALLATION DETAILS A34dee-0609 Abmsg*tn exam SIGNED: 1111512016 D q' 6E • ;ADD • AT OF i FS :c(ORIO G` i 7s/DNA 11 VJ; Luis R. Lomas P.E. FL No.: 62514 72 1/2' MAX FRAME WIDTH - 6' MAX -r-r 18' MAX O.C. --I j- 6" MAX L 18' MAX O.C. 71 1/2' MAX FRAME HEIGHT 1/0 REFER TO CHARTS 1 do 92 FOR NUMBER OF ANCHORS REQUIRED 6' MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH 18' MAX O.C. 6- MAX 6' I L 71 1/2" 18' MAX MAX O.C. FRAME HEIGHT j j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & 82 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM D.L.O.: 69 3r4• X 68 3t4' REVISIONS DESCRm110N ONIE APPRWED REVISED INSTALLATION DETAILS 06/01 15 R.L. REVISED NAME AND ADDRESS 1 10/27/16 1 R.L. CHART /I Number of anchors required Ilhouf rigid Offers) Frame Frame wldlh in Height 21.00 30.00 3t.00 2.00 4l 00 6100 60.00 66.00 72.60 IIM HAS amb H!S amb HAS amD HAS Jamb. HAS Jamb HAS Jamb HAS Jamb HAS mD HAS Jamb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 4 2 S 2 30.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 46.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 64.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 60.00 I 2 4 3 4 3 S 3 5 4 S 5 S 1 6 5 7 S 0.00 2 4 2 4 3 S 3 1 5 3 6 4 6 5 6 6 6 7 6 71.60 2 S 2 S 3 s 3 1 6 3 6 4 7 5 7 6 7 7 7 CHART02 Number of anchors required (WIN dgfd filters) Frame Frame wldlh (In) tblpht 24.00 1 30.00 36 1 42.00 41.00 4.00 0.00 1 66.00 72.60 in) Hd5 mD H!S mD HAS mD HAS mD HAS Jamb His mD H65 Jamb HAS mD N6S Jamb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 36.00 2 3 2 3 3 3 3 J J 3 4 3 4 3 4 3 5 3 4X00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 1 3 5 3 1l.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 64.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 1 0.00 2 4 2 4 3 4 3 4 3 4 4 4 4 1 1 1 5 4 6d00 2 4 2 4 3 4 3 4 3 4 4 1 4 1 4 1 S 4 It.2 S 2 S 3 S J S J S 4 5 4 S 4 S 5 5 SEE SHEETS 4.7 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 R FINLESS ELEVATION do CHARTS 0RA171e owe w J.L. 1 08-02357 09/03/14 1-2 OF 12 L ROBERTO LOMAS P.E. t432 WOODFORD AD LEWISVILLE, NC 27023 131.666-06p3 Aomas trbmas0e mnl SIGNED: 1111512016 rJ'S\C+ ! N '. E SF D 6 += oTATE OF Luis R. Lomas P.E. FL No.: 62514 71 FI I HI MAX -Er- 6r 72 1/2- MAX FRAME WIDTH — IIS' MAX Q.G. i 0 18 j MAX 0 C. 1/2' IAX AME HT jI j 6' MAX REFER TO CHART R3 —,- SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6' MAX —-F 18" MAX O.C. —I F-- 6" MAX j ff1v i j 71 1/2- MAX FRAME HEIGHT j L P EFER TO CHART /3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM D L.O.: 69 3/4'X 68Y4' REvbgNS DESCRFWN DAi I APPROVED REVISED INSTALLATION DETAILS 08/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART d3 Number of anchors required(fin Insfalleflon Frame Frame wIOM (In) wig 1 24.00 30.00 3e.00 42.00 40.00 64.00 60.00 66.00 72.60 in) HAS Jamb HAS amD HdS am6 Nt5 Jamb HtS Jamb HAS JambiH65 mD Nt5 amD Nt5 Jamb 24.00 3 3 3 3 3 3 4 3 4 3 4 3 s 3 S 8 3 30.00 3 3 3 3 3 3 4 3 4 3 3 S 3 5 3 6 3 36.00 3 3 3 3 3 4 3 4 3 4 3 5 3 S 3 8 3 42.00 3 3 4 3 4 4 4 4 4 5 4 5 6 46.00 3 4 3 3 4 4 4 4 5 4 5 8 4 4.00 3 4 3 4 3• 4 4 4 4 5 4 5 6 4 60.00 5 3 S 3 S 5 s 5 S S 5 S 6 5 66.00 3 S 3 S 3 5 5 5 5 5 S 5 S 6 5 7f.60 3 1 a 1 3 e 1 3 8 1 6 4 6 4 e i 5 6 1 5 e 8 8 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 & CHART DPO It DYIC NO. J.L 08-02357 srruE N T S Din 09/03/14 sHEn 3 OF 12 L. ROBERTO LOMAS P.E. 1432 KWOFORD RD LEWISVILLE, NC 27023 434fi8e-0609 momas/sebeuspa aom SIGNED: 1 l/15/2016 J\ C' 1R I IL D'%i////iv •\QEHSF'9s HATP-A:OF ry O C Luis R. Lomas P.E. FL No.: 62514 RrOSIONS ' 1/2" MIN REV DESCRIPTION DATE APPRMD r EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R L WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1 /4" MAX. T BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEALANT SMS OR 10 WOOD SCREW SELF DRILLINGSELF SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED 1/4" MAX. APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX SHIM SPACE I WOOD FRAMING OR 2X BUCK 1 1/4" MIN. METAL STRUCTURE NOTES. BY OTHERS EMBEDMENT BY OTHERS t. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 3/4' MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 1MIN' EDGEE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I r— SHIM SPACE 1/ 2" IN EDGE DISTANCE 1 AINTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2x BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. r SHIM SPACE 3/ 4" MIN. INTERIOR EDGEDISTANCE10 SMS OR SELF DRILLING SCREWS ARF)gEXIETOR METALSTRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT 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 FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN: DWG ND. RI J. L. 08-02357 I 5c"' NTS 09/03/14 —E 4 OF 12 L. ROBERTO LOMAS P E. 14M WOODFORD RD LEW ISVILLE. A1C 27W3 4. U-M-009 dbmat@&A asMcc. SIGNED- 1111512016 Fk RATE OF O • '° ORIOP• i, Luis R. Lomos P.E. FL No.: 62514 REVISIONS ' REV DESCRIPTION OM1E APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 CONCRETE/MASONRY BACKER ROD 1/a" MAX. BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK o SEE NOTES 3 — 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 MIN. SEE NOTE 3 — 7 EDGE o SHEET 1 DISTANCE EXTERIOR r CONCRETE/MASONRY BACKER ROD BY OTHERS 1 1/4" MIN. APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE ' VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC 11i i oWw. MNDKET GRATZ, PA 17030 GEIII ..,p F NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0 6 • * = 1. INTERIOR AND EKTERIOR FINISHES, BY OTHERS, NOT SHOMVFOR 73" X 72" NON —IMPACT i+ r CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED TAT OF Ei . , LV i/' PF • :(Ojt10; INACCORDANCEWITHASTME2112DRAWN- 7N0. REv 7Sd` ONA J.L. 08-02E357 B 11 r1G\N DATE SCAUNTS09/03/14 5 OF 12 11111 L ROBERTO tOMAS P.E. my WOODFORD RD LEWISVXLE, NC 27023 LU15 R. Lomas P.E. 131- 099-0d09 nl mn@Ybmapw mm FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. 1 EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN. 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" IN EDGE DISTANCE I F INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERSAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RLMSIDNS RLv omitwwm OME I APPROVED 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 1 R.L. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 1 10/27/16 R.L. STRUCTURE _ BY OTHERS 1/4 MAX. P1 r SHIM SPACE JBACKERROD APPROVED RIGID FILLER SEALANT S10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4" MAX. r SHIM SPACE METAL NOTES STRUCTURE I. INTERIOR AND EXTERIOR FINISHES, SY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. 3/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITHASTME2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX. SHIM SPACE RIGID FILLER 3/4" MIN. EDGE DISTANCE7 l INTERIOR j10 SMS OR SELF DRILLING SCREWS YJMETAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT 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 FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN' DWo No. RLv J.L. 08-02357 B MkE NTS I D"E 09/03/14 SNLE16 OF 12 L ROBERTO LOMAS RE 1432 WOODFORO RD LEWISVILE. NC 27023 434-M-O o9 *bMR» oom SIGNED: 11/15/2016 o TTAttT TFE OF r4; 0R10; 0/01`4 11 e1\\`\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS ' REV DESCRIMN DATE APPRMD 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY BACKER ROD 1/q" MAX, BY OTHERS 1/4" MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON o •• EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD h 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 r CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1/4" MIN. APP R VED SEALANT a•. , °' EMBEDMENT JAMB INSTALLATION DETAIL CONCRETEWASONRY INSTALLATION 2 1 /2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS NDK DOORS, LLC ET GRATZ. PA 17030 v •'(ENS'.9 F• NOTES: NTERIOR AND EXTERIOR FINISHES, BY OTHERS, D,, 6 '•*=_ SERIES 185 ALUMINUM FIXED WINDOW NOT SHOWN FOR CLARITY. 73" X 72" NON —IMPACT k( r . — 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 0' STATE OF • DESIGNED IN ACCORDANCE WITH ASTM E21 I2 i 0 iZ'oFSDRAvrtrDNDNo. REV 08 8 S/ONA5002L357WALEaiENTS09/03/14 7 OF 12 10N\` L. ROBERTO LOMAS P.E. 432 WOODFORD RD LEWISVILLE. NC 27023 asLuisR. Lomas P.E. 13••69l-0609 aw" sowbakwe c" FL WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE r 11 cM. 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING BREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR WOOD SCREW SELF DRILLING I/10 SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX, APPROVED SEALANT BEHIND FLANGE ASHIM SPACE BEHIND FLANGE 1/4+ MAX SHIM SPACE WOOD FRAMING 1 1/4' MIN. METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4' MIN I 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/2" MIN. EDGE DISTANC INTERIOR I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FIANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION i 1/4' MAX. SHIM SPACE 3/4" MIN. INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RVASIDNS REV DESCRFRDN 011E APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 1 10/27/16 RL. NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE KITHASTM E2112 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 WITHOUT FILLERS DRAWN DND 110. R J.L. 08-02357 SCALE NTS I wrz 09/03/14 1 SNEE78 OF 12 L. ROBERTO LOMAS AE 14M WOOOFORD RO LEWISVILLE. NC 27023 4JU-w' w dbmesvkb=W cam SIGNED: 1111512016 J\ 5 T 1111` lowj/, iGENS' F,P% 0; STATV_0F t ONA 11E N Luis R. Lomos P.E. FL No.: 62514 REVISIONS ' REV DESCRWMN DALE AIVROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE 9 REVISED NAME AND ADDRESS t0/27/16 R.L. CONCRETE/MASONRY BY OTHERS a " ! 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 o CONCRETE/MASONRY BACKER ROD & 1/q" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON o EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX. SHIM SPACE 2 1/2 SEE NOTE 3 — 7 EDGESHEET1DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT n a EMBEDMENT a"• BEHIND FLANGE JAMB INSTALLATION DETAIL e ' CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC 1g.IL0/i_ oWw. MARKETS0\" GRATZ. PA 17030 v•GE95 NOTES t.INTERIOR AND EXTERIOR FINISHES, BYOTHERS, SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT IO, • * =_ NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS:_, a/-,"y1h({r TAT OFu,'2` 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCEMTNASTME2112 jO'•:°[ORIOP• IMAYM: DRC ND. REV J.L. 08 sN e357 B atENTS 09/03/14 9 OF 12 L ROBERMLOMASRE. 1132 WOODFORD RD LEWISyVI L,L E.,NC 27023 Luis R. LOm03 P.E. FL No.: 62514134-M-0609 A%m&t@MIRYSp cvm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHERS 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 I- RIGID FILLER 1/2" MIN. EDGE DISTANC A10 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 RENs'm REV DESc WMN DATE APPROVED 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL EDGE DISTANCE STRUCTURE 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 J10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX F SHIM SPACE NOTES: METAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4" MIN 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 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC oWw. MARKETSJ\SLO i% GRATZ. PA 17030 GENSF:9,P 0 6 * 1-A SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TAT OF DRAWN: DwD No J.L. 08 57 B Luls R. Lomos P.E. FL No.' 62514 aTE s02S'LENTS 09/03/14 10 OF 12 L. ROBERTO LOMAS RE 1432 NOODFORD RD LEVISVILLE. MC 27W3 434-M-0609 r4mss O9bmssM tam 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 IX BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1 /4" MAX. rSHIM SPACE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON 1 1/4" MIN. 4. EMBEDMENT 4 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 2 1/2' MIN EDGE DISTANCE I REVISONS ' REV DESCRIPIIDN DATE I PPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 1 10/27/16 IRL I 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR EXTERIOR7- BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEAI ASONRY 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 FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN M NO. RV J.L. 08-02357 B suaE NTS D 09/03/14 1 S"EET 11 OF 12 L ROBERTO LOMAS P.E. 1432 NOODFORD RD LEKISVIELE. IVC 27023 434-6CS•0609 AUT0$@*bRYSp&w" SIGNED: 1111512016 Ik - L 0 GEHS* &; 7.4AT 6EOF •.L,; 0 ioS .LORIOA G QNA1` N\\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRO"I'l DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. APPROVED 8 REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT g6 W000 WOOD SCREW FRAMING BY OTHERS I 1 /4" MAX. SHIM SPACE 1/4' MAX 3/8" MIN j WOOD FRAMING —IBYOTHERS SHIM SPACE EDGE DISTANCE gs WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1/4- MIN. EMBEDMENT NOTES: 1 /4' MAX I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, r SHIM SPACE APPROVED NOTSHOWNFORCLARITY . I SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE MTNASTME2112 MN3/8' I 3/8" MIN DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL g6 WOOD SCREW WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED 1 1/4_ MIN. BY OTHERS SEALANT CMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 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 J.L. 08-02357 SCALE NTS DATE 09/03/14 1 sNEE' 12 OF 12 L ROSERTO LOMAS P E. 14-V WOODFORD RO LEWISVILLE, NC 27023 434-666-0609 /g7urus(trLonla5p6 C'orl SIGNED: 11/15/2016 NI0 9 i DTAT OF Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 61 _ w Professional •latiom it I Ara BCIS Nome I Log In I User Registration I Hot Topics ( Submit surcharge I Stars & Facts i Publications I FSC staff I SCIS Site Map I Links i search I Ho ida r Product Approval w us8a: Public user00-- ProAuet Approval Menu > ProGuR or Application Search > Application List > Application Detail FL lt FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 17 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@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 G 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 & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R2 COI FLCOI.Ddf 1710.5.3 Method 2 Option B http://www.fl oridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/201S Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 1S3S3.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S353 R2 II 08-01448A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLI S3S3 R2 AE S12072A.odf span: 52-1/8". Created by Independent Third Party: Yes 1S3S3.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01439A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8' x 84". Max mullion FLIS353 R2 AE S12063A.odf span: 83" Created by Independent Third Party: Yes 15353.3 S765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512073A.odf span: 104-1/4' Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL153S3 R2 II 08-01440A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512064A.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 I1 08-01442A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512066A.Ddf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 lI 08-01451A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R2 AE S12075A.odf span - 104-1/4" Created by Independent Third Party: Yes 1S3S3.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01452A Didf Approved for use outside HVHZ: Yes., Impact Resistant: Yes Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8' x 84". Max mullion FLIS353 R2 AE 512076A.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01443A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512067A.odf span - 83" 1 Created by Independent Third Patty: Yes 15353.9 CM-18S32 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01453A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL153S3 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FUS353 R2 AE 512068A.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL153S3 R2 11 08-01454A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A.odf span: 104-1/4". Created by Independent Third Party: Yes aadt Neat Contact Us :: 2601 Stair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida to., 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 850.487.1395. 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have One. The emalls provided may be used for official communication with the licensee. NOwever email addresses are public record. It you do not wish to supply a personal address, pease 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 clock here . Product Approval Accepts: a®10-70 r mM cue& card _ Safe http://w%N,w.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd WIS... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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 MULLION. 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 AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED 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 RESPECTNELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = M 2+ W2 REVRIDNS REV I DESCRNMN DATE I APPRWED A I REVISED INSTALLATION DETAILS 06/10/15 1 R.L. ANCHORING NOTES, 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 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' TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 2 1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) 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 TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. I 08-01439 ScAu NTS DAB O 1 / 1 1 / 12 1-1 OF 3 SIGNED: 0611112015 51 it. I I Low", iVGEtq9,p M-AOF 0 MA i/s'O10aG` 107 3/B' COMBINED WIDTH W1-IrW2- 83"1 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN' 1 1 FR HE MU SF 07 3/8" 107 3/8' COMBINED WIDTH WI -I[- W2 83" LIMFRAME HEIGHT WINDOW MULLION SPAN) COMBINED WIDTH W1 -II- W2 3" WINDOW AME IGHT WINDO ! WINDO LLION AN) 1 1 1 W1 IF'-W2- 107 3/8' WIDTH Desi n Dressure, rating s I Mullion span (in) Tributary 19.13 25.50 width (in) 36.00 42.00 48.00 52.13 25.00 130.0 1300 130.0 130.0 130.0 130.0 37.38 130 0 130.0 127.2 1270 127.0 127.0 49.63 120.7 94.3 77.9 73.8 TZ I 72.0 62.00 71.0 52.2 397 35.9 33.4 32.3 6S.63 59.6 437 33.0 296 27.4 26.3 72.00 44.9 32.7 24 4 21.8 19.9 19 0 B4.00 28.1 20.3 15.0 13.2 11.9 1t.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. FF HE ML SI 107 3/8' COMBINED WIDTH- W)-IrW2 BY Lw LOWFRAME HEIGHT MULLION SPAN' 1 1 107 3/8" COMBINED WIDTHFW-I r- W2 A IGHT N' N L 1 1 WINDOW IWNDOLLIO1 I W1 II- W2 107 3/8" WIDTH REVISIONS REV I 0MRIPTON I DATE IA/roROVED A I REVISED INSTALLATION DETAILS 06/10/15 JR.L. 107 3/B" COMBINED WIDTHF_ W1 W2 83" 1 WINDOW FRAME HEIGHT WNDOW WINDOW MULLION SPAN) I APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "*AS SHOWN HEREIN. ueslgn pressure rating (psi) wun reDar option Mullion span (In) Tributary width (in) J6.00 42.00 18.00 62.13 25.00 130.0 13D.0 130.0 130.0 37.38 127.2 127.0 127.0 127.0 49.63 77.9 73.8 72.1 72.0 62.00 53 3 48.1 44 8 43 4 65.63 44 2 39.7 36.7 35.3 72.00 32 8 29.2 26.7 255 81.00 377127.320.1 17 7 16 0 15 1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE. W1 --II- W2 107 3/8' COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS ORAWM ONO N0. REV V.L. 1 08-01439 A NTS I °i TE 01 / 1 1 / 12 I SHEET 2 OF 3 SIGNED: 0611112015 Il r0 r i'. OENSFgd+ 1t • D 625 TATE OF ; L 0 OF•'c 0R10P• 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS e 1 1/4" MIN. EMBEDMENT 1/4" TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8" MIN EMBEDMENT r WOOD FRAMING/ 1/2" MIN.2X BUCK EDGEBY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE* CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 1 0.83' 3 261" 1. 375" 3. 250" 4 000" MT000022 CLIP T6GA (. 06n GALVANIZED STEEL F-- 2.140" --I I - 7 1. 125" SECT5764 MULLION ALUMINUM 6005-T5.125' THICK f-- 0.688" 1. 531 " RF- 185 2 REBAR 16 GA (062) GALVANIZED STEEL RLVSIONS pESCRIPIION DATE APPRMD REVISED INSTALLATION DETAILS O6/10/15 R.L. 3. 750" 1. 000 0.375" 0. 422" L2. 032" 2.875" 0 843 T- SECT5796 CLIP 2X 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 3. 750" 2. 189" — 1 0 0" 0.375" 0. 843" 1. 562" 2X 00.210' 1. 562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK SIGNED: 0611112015 DOORS M650IwDOWESTM0 /z RKEDGRATZ. PA 17030-0370 L STREET GENS; 1P% 5764 - VERTICAL MULLION*• 0 6 *= 83" MULLION SPAN INSTALLATION DETAILS AND COMPONENTS uOF ; REV iO' '[ pR1DT:' i ss pNA'tE O\ DRAWN: onG ND V.L. 08-0' 11439 A a1E NTS 01/11/12 3 OF 3 Florida Building Code Online Page 1 of 3 ltci Professional e e s BCIS Home I Log In I User Registration Hot Tapia I submit Surcharge I stet; & Facts i Publications I FBC Staff 1 SCIS site Map I Links I Search I•loiiria a' Product Approval USER: Public User fii r Product Aooroval Menu > Product or Aoolrcation Search > Application US > Application Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-241.21 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Independence. PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Flonda Licensed Professional Engineer or Architect FL13223 R3 Eauiv ASTM C1186 Eauivalencv Sioned.odf http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 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 Date Revised Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 I) Install Cemoanel Sidino.odf Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.odf Other: For use inside a HVHZ install In accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.2i f FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 II Install HardiePanel Sidina.odf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement. panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Sidina.odfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf ER RIO-2S78-15 Panel Furrno.odfFL13223R3AEto FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes eack nett Contact u< :: 2601 Blair Stone Road, Tallahassee FL 32399 Phonoi 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 taw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 455, F.S., please click here . Product Approval Accepts: ti t dlecl http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Creel: Card Sate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ 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 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 'I.OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardlePanel® Siding James Hardie Product Trade Names covered In this evaluation: HardiePan" Siding, Cempanel® Siding, PrevauTM Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code® RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847459S FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This anaysis is to determine the maximum design 3-second gust wind speed to be resisted by an asseThly of HardlePanel (Cempanel. Prevail Panel) siding fastened to wood or metal.framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Sid'Ig 2. Ramtech Laboratories Report.IC-1270-94 (ASTM E330) Transverse Load Test. Sf16' Thick by 48 Inch wide HardePenel Sidirg Installed on 2X4 Hem -Fir wood studs spaced at 16 IInches• on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Ham -Fir wood studs spaced at 24 inches on -carter with a 6d common galvanized cell 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test. 5f16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on carder with a 4d. 0.091 inch shank by 0225 inch head diameter by 1.5 inch lorg ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 114' Thick by 48 inch wide HardiePanal Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No.8 X 1 in long X 0.323 in tread diameter ribbed bugle head screw S. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 209auge Metal studs spaced at 24 inches on center with a No 8 X 1 in long X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-91VI554d (ASTM E330) Transverse Load Test. 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauga Metal studs spaced at 16 and 24 inches on carder with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273.94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 Inches on center with a 6d common galvanized nail 9. Ramtsch Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-0r wood studs spaced at 24 inches on carrier with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test. 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG-0.36 wood studs spaced at 16 inches on center with a 4d. 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long nng shank nail 11. Reattach Laboratories Report IC-1057-89 (ASTM E72).Racking Shear Test, 5f16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir 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 11284-9911580 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePartel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on carder with a ETEF 0.100 in. knurled shank X 1.5 in. king X'0.25 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I.OGAWA,ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing in 1 Mlow2ble Frame Ultimate Design ThicknessM48 Spacing Per metsr Field Load Load' ReportNumber Test Age in.) Frame T e in.) Supports Supports Fastener T PSF) PSF IC- 1270.94 Ramtech 0 3125 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC- 1270.94 Ramtech 0.3125 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC- 1271.94 Ramtech 0.3125 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 I0- 1271-94 Ramtech 0.3125 1 48 2X4 wood Hem -Fir 24 1 4 4 6d common 143 47.7 10868 97/1475 Remieeh 0.3125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0.091 in. shank X 0.225 al 90 30.0 HD X 1.5 in. shank nail Min. No. 20 gauge X 3.625 in. X Mir. No 8 X 1 in. long X 0.323 in IC- 1054-89 Ramtech 0.25 48 1.375 in metal stud 16 6 6 head diameter ribbed.bugte 169.9 56.6 head screw Min. No, 20 gauge X 3.625 b. X Mm. No 8 X 1 in. long X 0.323 i n IC 1055 89 Ramterh 0.25 48 1. 375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Min. N 20 o. 20 gauge X 3.625 N. X ET& F 0.100 in. knuded shank X 11149. 98/1W" Ramtech 0.3125 48 1.375 In metal stud 24 4 8 1.5 in. long X 0.25 in. head 170 56.7 diameter pin fastener Mil. No. 20 gauge X 3.625 in X ET&F 0 1001n. knurled shank X 11149 98/ 1554d Ramtech 0.3125 48 1.375 in metal stud 16 4 8 1.5 in. king X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a FBCtOr Of Safety Of J. 2. HadePanel Siding complies with ASTM C1186. Standard Speeificefion for Grade It,, Type A Non-asbeslos Fiber-Carnent Flat Sheers. Table 1b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls" Fastener Spacing fin.1 Frame Ultimate Allowable Thickness Spacing Perimeter Field Loads Loads Report Number Test a in.) Frame T n.) Supports Supports Fastener Type pill plf) IC-1273. 94 Ramtsch 0.3125 N48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273- 94 Ramtech 0.3125 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274- 94 Ramtech 0.3125 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC-1274- 94 Ramtech 03125 2X4 wood Hem -Fr 24 4 4 6d common 637.5 212.5 IONS-9711475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 4d, 0. 091 in. shank X 0.225, in. X 595. 4 1985 HD1.5 in, long ring shank na0 Min. No. 20 gauge X 3.625 In. X Min. No 8 X 1 in. long X 0.323 In IC.1057.89 Ramtech 0.25 48 1.375 in metal stud 16924 6 6 head diameter ribbed bugle 990.0 123.8 heed screw ET& F 0. 100 in. knurled shank X 11284-9911580 Ramtech 0.3125 48 Mn No. 20 gauge X 3.625 in X 16 4 8 1.5 in. long X 025 in. head 1227.0 153.4 1.375 in metal stud diameter pin fastener ET&F 0. 100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 Mn. No 20 gauge X 3.625 in. X 24 4 8 1.5"in. long X 0.25 in, head 1060.0 1325 1 375 in metal stud diameter pin fastener 1.,Afl board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendtaAar to studs. 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable bad is based on the average load at 118 Inch net deflection. 01", 0Ggy,f1,/, AJ., 9 ., DIAIC FLO R' RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 7144147.4595 FAX PROJECT: RIO.2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@)ameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards. Via the transverse load testing an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of safety of 3. allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design(ASD) By using the combination loading equations for Allowable Straw Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5.1A. Figure 26.5-18, and Figure 26.5.1 C. For this analysis. to calculate the pressures in Tables 3.4, and 5, the load combination will be in accordance with ASCE 7.10 Section 2.4 combining nominal loads using allowable stress design, bad combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, 4=0.00256'K,•KWK.-Vt Equation 2, ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at Height z K, , velocity pressure exposure coefficient evaluated at height z K. , topographic factor V , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from (2012 IBC, 2014 FBC] Figures 1609A, B, or C: ASCE 7-10 Figures 26.5.1A, B. or C V=V,. (mt. 201218C 6 2014 F8C Soction 1602.1 deffMtionaii V,a , ultimate design wind speeds (3-second gist MPH) determined from 12012 IBC, 2014 FBC] Figures 1609A, 8, or C: ASCE.7.10 Figures 26.5•1A. 8,orC Equation 3, p=q,•(GC' GC0) (rat. ASCE 7-10 equation 30.611 Gd. , product of external pressure coefficient and gust -effect factor GCd , p(odud of intemal pressure coefficient and gust -effect factor p , design pressure (PSF) for siting (allowable desgn bad for sidng) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'Ka'K -V.2'(GCo-GC.) Allowable Stress Design, ASCE 7-10 Section 2.4.1. load combination 7 Equation 5, 0.613 + 0.6W (rat. ASCE 7-10 section 2.4.1. load combination 7) D , dead bad W , windload To determine the Allowable Suess Design Pressure, apply the load (actor for W (word) from Equation4 to p (design pressure) determined trim equation 4 Equation 6, p..a = 0.6'Ip) Equation 7, p. = 0.6-10.00256-K.- Kn'Ka•V,.t•(GCp GC,,)] Equation 7 is used to populate Table 3, 4, and S. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 8, solve Equation 7 for Vie, Equation 8, V,. _ (pd0.6'0.00256'K; K.'K.'(GCp GCp)f 6 Applicable to methods specified in Exceptions 1 through 3 of (2012 IBC, 2014 FBC) Section 1609.1.1.. to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table A apply the conversion formula below. Equation 9, V-d = V,. • (0.6)03 (ref 2072 IBC 6 2014 FBC Section 1609.3.1) V. . Nominal design wind speed (3-second gust mph) (mt. 20121BC 8 2014 FSC Section 16OZ1) Table 2, Coefficients and Constants used In Determining V and p, K, Well Zone 5 Height ( ft) Exp B Exp C Exp D K,. Ka GC GC 0. 15 0.7 0.85 1.03 M60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.98 116 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 076 1.04 1.22 1 0.85 1.4 018 45 0.785 1.065 1.245 1 0.85 1.4 0.18 50 0.81 1.09 1.27 1 0.85 14 0.18 55 0.83 1.11 1.29 1 0.85 t 4 0.18 60 0.85 1.13 t 31 t 0.85 t.4 0.18 100 0.99 1.26 1 43 h>601 1 1 0.85 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds 'Wind Exposure Category B, Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) B B S B B B B B B B B B B B 0.15 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 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 325 37.0 41.7 46.8 52.1 57:8 63.7 30 14.4 15.9 17.5 19.1 20.8 24A 28.3 32.5 37.0 41.7 46.8 521 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 60.2 66.4 40 15.7 17.3 19.0 20.7 226 26.5 1 -30.7 35.3 1 40.1 45.3 50.8 56.6 62.7 69.1 45 162 17.9 19.6 214 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.8 21.4 50 16.7 18.4 20.2 22.1 24.1 262 32.7 37.6 42.8 48.3 54.1 60.3 66.8 73.7 55 17.1 18.9 20.7 226 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75 5 1 282 33.8 36.9 4. 2 57.E 6 .5 4. 24 1024 1129 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category C. Wind Speed 3-secondgust) 100 105 110r-23.2 130 140 150 160 170 180 190 200 210 Height ft C C C C C C C C C C C C 0.15 17.5 19.3 21.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 r-25.2 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21A 23.5 32-8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24.5 342 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 35.2 40.8 46.9 53.3 60.2 675 752 83.3 91.9 40 21.5 23.7 26.0 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 242 26.6 29.1 31.E 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 992 55 22.9 252 27.7 30.3 33.0 38.7 44.9 515 58.6 662 74.2 827 91.6 101.0 100 32.6 359 39.4 43.1 48.9 55.0 63.8 73 3 83.4 94.1 105.5 117.8 130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category D, Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) D D D 0 D 0 0 D D D 0 D D O 0-15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 W.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 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.0 74.9 83.4 92.4 101.9 30 23.9 26A 29.0 31.6 34.5 40.4 46.9 53.8 61.3 692 77.5 86.4 95.7 105.5 35 24.5 27.1 99.7 32.5 35.3 41.5 481 55.2 628 70.9 79.5 88.6 98.2 108.3 40 252 27.7 1 -30.5 33.3 36.2 42.5 49.3 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 74.2 83.2 927 102.7 113.3 50 26.2 289 31.7 34.6 37.7 44.3 51.3 58.9 67.1 75.7 44.9 94.6 104.8 115.5 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106.4 117.4 100 37.0 408 44. 489 53.2 62.5 72.5 03.2 94.E 1 6.8 119.8 133.4 147.9 163.0 Tables 3, 4, and 5 are be on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2556.15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@Jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)e ,0``\\\` `'AO Ca i•'','i 201218C, 2014 F8C 201218C, 2014 F8C 2412 t-d N i9.- $TATE F F fV/ •'•.• OGTRIIOCP`:`e ll n coefficients used in Table 8 calculations for V. Allowable, Ultimate Design Wind. Speed. 3-second gust mph) Allowable, Nominal Design Wind. Speed. s 3-second gust mph) AppO®We to methods speci ad in 1201218C. 1609.1.1 as determined l201218C. 2014 FBC) Figures 1609A, 8, a C. Appspecified in to memods through FBC]d2113C.ion16BClSe Wind exposure category Wmd exposure category Siding K ProductThickness Product ice) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height' feet) B C D 8 C O Oes1g e Load SF) Exp 8 Exp C Exo D Ke K. GC, GCy HardiePanel& 5/16 48 6d mammon 6 2X4• wood Hem -Fir 16 0.15 186 168 153 144 130 118 49.7 0.7 0.85 103 11560 1 0.85 14 0.18 20 1 186 164 149 144 127 116 9.7 07 0.9 1.08 1 0.85 1.4 018 25 186 160 147 144 124 114 49.7' 0.7 0.94 1.12 1 OAS 1.4 0.18 30 186 157 1" 144 121 112 49.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 182 154 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 IA 0.18 40 178 152 141 138 118 109 49.7 0.76 1.04 t22 1 0.85 1.4 0.18 45 175 150 139 136 117 108 49.7 0.785 1.065 1245 1 0.85 1.4 0.18 50 172 149 138 1 134 115 107 49.7 0.01 1.09 127 1 085 1.4 0.18 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60 1 168 146 136 130 113 105 49.7 0.85 1.13 1 1 0.85 14 OAS 100 139 124 116 108 96 90 49.7 0.99 126 1.43 h>60 1 10.85. 1.8 0.18 HardiePanel® 5116 48 ad common4 2X4 wood Hem -Fir 16 0.15 233 212 192 181 164 149 76.7 0.7 0.85 1.03 11160 1 0.85 1.4 0.18 20 233 206 188 181 159 146 78.7 0.7 0.9 1.08 1 0.85 1.4 0.18 25 233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 0.85 1.4 0.16 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.85 1 a 0.16 35 229 194 179 177 151 139 78.7 0.73 1A1 1.19 1 OAS 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 1.04 122 1 0.85 1.4 0.18 45 220 189 175 171 147 136 78.7 0785, 1.065 1245 1 0.85 1.4 0.18 50 4 187 173 3 145 134 73 7 0.81 109 1.27 1 0 65 1.4 0.18 55 214 185 172 166 144 133 78.7 0.83 1.11 129 1 0.85 1.4 0.18 60 212 184 171 164 142 132 78.7 0.65 1.13 131 1 0.85 1.4 0.16 100 1 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 085 1.8 0.16 5/1.6 48 ad common 6 2X4 wood Hem-Fd 24 0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 M60 1 0.85 14 0. 88 20 6-7 130 119 32659 101 92 31.3 0.7 0.9 1.06 1 0.85 1.4 018 25 7 127 116 5 98 90 31.3 07 094 1.12 1 0.85 1.4 018 30 147 124 114 114 96 89 313 0.7 0.96 1.16 1 0.85 1.4 a.16 35 144 123 113 112 95 87 313 0.73 1,01 1.19 1 0. 85J- 14 0.18HaMiePaneNID4014112111210994863130.76 1.04 122 1 0.85 0.18 45 139 119 110 108 92 86 31.3 0.785 1.065 1.245 1 015 0.18 50 137 118 109 106 91 85 313 0.61 1.09 127 1 0.85 0.185513511710810591843t.3 0.83 1.11 129 1 085 0.18 60 134 116 108 103 90 83 3t3 0.8s 113 131 1 0.85 0.1810011198928676713130.99 1.26 1.43 ha60 1 0.85 0.16 HardiePanel® 5/16 48 60 common 4 2X4 wood Hem -Fir 24 0.15 182 165 150 141 128 116 47.7 0.7 0.85 1.03 11560 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 108 t 0.85 1.4 0,18 25 182 157 144 141 121 111 47.7 07 094 1.12 1 0.85 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 178 151 139 138 117 108 7.7 0.73 101 1.19 1 0.85 1.4 0.18 40 174 149 138 135 116 107 47.7 0.76 1,04 122 1 OAS 1.4 0.18 45 172 147 136 133 114 106 77 0.785 1.065 1245 1 0.85 1.4 0.18 50 169 146 135 131 113 105 47.7 0.81 1.09 127 1 0.85 1.4 0.18 55 167 144 134 129 112 104 7.7 083 1. 11K1.43 1 0.85 1 4 0.18 60 165 143 133 128 111 103 47.7 0.85 1.13 1 0 85 1.4 0.16 100 137 121 114 106 94 88 47.7 0.99 128h>60 1 0.85 18 0.18 HardiePanelA 5116 48 4d, 0.091 in. shank X30 0.225 in. HD 1.5 in. long ring shank nail 4 edge 8 field 2X4 wood SGkO'36 16 0.15 144 131 119 112 101 92 30.0 0.7 0.85h560 1 0.86 14 018 20 144 127 116 112 98 90 300 07 0.9 1 0.65 1.4 0.18 25 144 124 114 112 96 88 30.0• 0.7 0.94 1 0.85 1.4 0.18 144 122 112 112 94 87 30.0 0.7 0.98 1 0.85 14 0.18 35 141 120 111 109 93 86 30.0 073 1.01 1 0.85 1.4 0.18 40 138 118 109 107 92 85 300 0.76 1 1A4 122 1 0.85 1.4 0.18 45 136 117 108 105 91 114 30.0 0.785 1.065 1.245 7 TVs 1.4 0.18 50 134 116 107 104 89 83 30.0 0.81 109 1.27 1 0.85 1.4 0.18 55 132 114 106 103 89 82 30.0 0.83 1.11 1.29 1 0.85 14 10.18 60 131 113 105 101 88 82 30.0 0.85 1.13 1.31 t 0.85 1.4 0.18 100 108 96 90 84 74 70 30.0 0.99 126 1.43 lh-601 1 10 85 1 -1.8 10.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 info&ameshardie.com OGanl`,j .,,z Q`;G At 1FI qT9 'G 2012 IBC, 2014 FBC 2012 IBC. 2014 F8C 2 412 Allowable, Ultimate Allowable, Nominal Design Wind. Speed, Design Wind, Speed, 4/ 1 FVa , V a0 STATE F Q 3-second gust mph) 3-second gust mph) tt i,(h L.. Applicable ( 2Methods Appikabk to methods R 012 IBC zo14 edloe sped6ed m Exceptions ,ERC.. d t detertnlned16P12through 3 of )201218C. as asp/ 4 FBC) Section 201218C, 2014 F8C) 1609.1. I. Figures 1609A 6, or C. Coefficients used in Table 6 calculations for V. Wind exposure category Wind exposure categ K. Product Stud Building Product Thickness Width Fastener Fastener Forme Spacing HeighP 1 B C D 8 C DDesign(i) 666, 6 inches) Type Spacing Type inches) feet) Exp t3 Exp C Exp0 Ka N GC. GC 0.15 198 ISO 163 153 139 126 0.7 0.95 1.03 hs60 1 0.85 1.4 0.18 Min. No 8 20 198 175 159 153 135 123 6 0.7 0.9 1.08 1 0.85 1.4 0.18 25 198 171 157 153 132 121 56.8 0.7 094 1.12 1 0.86 1.4 0.18 1 in. long X Min. No. 30 Igo 167 154 153 130 119 66.6 0.7 0.98 t.16 1 0.85 1.4 0.18 0.323 in 20 gauge 35 194 165 152 150 128 118 56.6 0.73 1,01 1.19 1 0.85 1.4 0.18 heaX 3.625 40 190 1 150 147 126 116 66.6 0.76 1.04 15 22 1556240.18 HardiePanel* 11448diameter6 in. X 16 45 187 161 148 145 124 116 386 0.785 1.065 1245 1 0.85 1.4 0.18 ribbed 1. 375in 50 184 159 147 143 123 114 56.6 0.81 1.09 127 1 0.85 1.4 0.18 head bugle hemetal55 182 157 146 141 122 113 S6.6 0.83 1.11 129 1 0.85 1.4 0.18 screw' stud 60 180 156 1 145 1 139 121 112 56.6 0.85 1 1.13 131 1 0.85 1.4 0.18 100 1 149 132 1 124 1 115 102 96 56.6 0.99 126 1.43 h>60 1 085 1.6 0.16 0.15 146 132 120 1 113 102 93 30.6 0.7 0.85 1.03 hs60 1 0.85 IA 0.18 20 146 128 117 113 99 91 30.6 0.7 0.9 1.08 1 0.85 1.4 0.10 Min. No 8 Min. No. 25 146 126 115 113 97 89 30B 53 094 1.12 7 Fes 1.4 0.18 1 in long X 30 146 123 113 113 95 88 30.6 0.7 0.98 1.16 1 0.85 1.4 0.18 0329 in 20 gauge 35 143 121 112 110 94 86 30.6 0.73 1.01 1.19 0.85 1.4 0.16 head X 3. 625 40 140 119 110 108 93 85 30.6 0.76 1,04 122 1 0.95 AA 0.16 HardiePanelS 1/4 48 diameter 6 in. X 24 45 137 118 109 106 91 85 306 0785, 1.065 1.245 1 95 0F 14 0. 16 Abbed 1. 375 in 50 135 117 106 105 90 84 30.6 0.61 1.09 127 1 1.4 0.18 bugle head metal 55 134 116 107 104 90 83 30.6 0.83 1.11 1.29 1 1.4 0.18 stud screw' 60132115 106 102 89 82 30.6 0.95 1.13 731 1 14 e.16 100 1 109 97 91 85 75 70 30.6 0.99 126 1.43 h-60 t 0.85 1.6 0.18 0.15 198 ISO 163 153 139 127 56.7 07 085 103 hs60 1 0.85 1.4 018 ET3F 20 198 175 160 153 135 124 56Y 0.7 0.9 1.08 1 0.65 AA 0.18 0.100in. Min. No. 25 198 171 157 153 132 121 7 0.7 0.94 1.12 1 0.85 1.4 0.18. knurled 20 gauge 30 198 167 154 153 130 119 56.7 0.7 0.98 1.16 1 0.85E-1. 40.18 shank X X 3. 625 35 194 165 152 150 128 118 66.7 0.73 1.01 7.19 1 0.85 0.18 HardiePanel® 5116 log 1.5 in. long 4 edge in. X 16 40 190 163 150 147 126 116 56.7 0.78 1.04 t22 1 085 O.te X 0. 25 . 8 lido 1375 in 45 187 161 149 145 124 115 38 7 0.785 1.065 1245 1 0.85 0.18 head head diameter metal 50 184 159 147 143 123 114 56.7 0.6t 1.09 t27 1 086 0.18 55 182 157 146 141 122 113 56.7 0.83 1.11 t.29 1 0.85 0.18 pin stud 60 180 156 145 139 121 112 56.7 0.0.5 1.13 131 1 0.85 0.18 faslenet2 100149 132 124 115 102 96 56.7 0.99 126 1.43 h>60 t 0.85 0.18 0.15 153 139 126 118 107 98 33.7 0.7 095 103 h960 1 0.85 1.4 0.18 ET3F 20 153 135 123 118 104 95 33.7 0.7 0.9 1.08 1 065 1.4 OAS 0.100 in. Min. No. 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 t 0.85 1.4 0.18 knurled 20 gauge 30 153 129 119 118 100 92 33.7 0.7 0.98 1.16 1 0.e5 1.4 0.18 shank X 3.625 35 150 127 117 116 99 91 33.7 0.73 1.01 1.19 t 0.85 1A 0.18 HardiePanelt 5116 48 1.X in. long 4 edge in. X 24 40 147 125 116 114 97 90 33.7 0.76 1.04 122 1 0.85 1.4 0.18 X X in. 8 field 45 144 124 115 112 96 89 33.7 0.785 1.065 1.245 1 0.85 1.4 0.18 head ea hd1.375 in 50 142 122 113 110 95 88 33.7 0.81 1.09 1.27• 1 0 a5 1.4 0.18 diameter metal 55 140 121 113 109 94 87 33Y 0.93 1.11 1.29 1 OAS 1.4 0.18 pin stud 60 139 120 112 107 93 87 33.7 0.65 1.13 13t 0.85 IA 0.18 fastenet 100 115 102 95 89 79 74 33.7 0.99 126 1.43 lh-601 t 10.85 16 0.16 1. zice" snau penetrate the metai traming at teest mree wu threads. 2. Knurled shank pins shall penetrate the.metal framing at least 1/4 inch. 3. Building height = mean roof height On feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBC) Frgures 1609A, 1609B, or 1609C; ASCE 7-10 Figures 26S1A, 26.5-1B, or 26.5-/C. S. Vasd - the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of (2012 IBC, 2014 FBC) Section 1609.1.1. 6. The wind speeds in [2012 IBC, 2014 FBC] Figures 1609A. 16098 and 16O9C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC) Section 1609.3.1 to nominal design wind speeds, Vasd, when the provision of the standards referenced in 12012 IBC, 2014 FBC) Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. S. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K,!=1, Kd=0.85, GC,=-1.4 (hs(50), GCo 1.8 (IIAO), GC.1=0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which'was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS. -INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS COVER PAGE _ _. _ PAGE 1' EVALUATION SUBJECT EVALUATION SCOPE 2 EVALUATION PURPOSE = 2 REFERENCE REPORTS I ""' 2 TEST RESULTS TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING - •2 TABLE 1 B. ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10' O.C.• _ 2 JUSTIFICATION OF. USING THE RESULTS OWLIGHT GAUGE STEEL FRAMING .. 2 DESIGN WIND LOAD PROCEDURES _ 3, TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS, DESIGN C&C PRESSURES EXPOSURE B 4'. TABLE 4, ALLOWABLE STRESS DESIGN•C&C PRESSURES EXPOSURE.C. 4- TABLE 5, AIJ_OWABLE 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 2014 FLORIDA BUILDING CODE, AND THE 20121NTERNATIONAL BUILDING CODE. PREPARED BY' - RONALD1.,OGAWAdASSOCIATES,•INC.. - 16835 ALGONOUIN STREEf #"3- HUNTINGTON BEACH, CA92649 714- 292-2602- 714- 847.4595 fAX _ Is off STATE 0 RONDO I. OGAMASSOCIATES. INC. isl S ALGONQUIN STREET n443 HUNTINGTON BEACH. CA92649 T) 714.202-2602 (F) 714-647.45% PROJECT: RIO.257815 EVALUATION SUBJECT HardWane13 Siding Janis Nardi. Product Trads Narrtn carand In thts evalustim' Nardaparmw Sldap, Cempanow Siding. praal" Panal Sdup EVALUATION SCOPE: AWE 7.10 204 F1atiM Butlsfrp C066 2012 VLWnmimW BWdip C41d* 20t2 tntaxts io al Residential Coda EVALUATION PURPOSE: This cm4sh Is to anomire Ins matlenrm d";p 3eemnd gum wbtd speed to be re~ by an esnmb7 at kw"Prtn (Carnpm%L Proval Panel) aa"dp tumnso b wad (b*nas an ~woos or metal nando % tna2sorecraw REFERENCE REPORTS: 1. bnnok Repon 102f1243=00.OMA. Ttssuver a lard Imo t1n kwaiwanst. TEST RESULTS: Able ta. RmauW of Transverse Load Tab tg Frbmf Fenarcr Lmbww Aft.1"o That Thialmas Spo tg Spadq Famena Type Load 0-s -- bib' Itw m Number A bs vmm pt. Frame T ' M. m.) and Di mmalam fPSFI PSF) Fa&m toes IC2024363000401A It to 0.3125 46 2X4 vi904stud. 3W 0d& vy 3S 16 6 W. 6 X 125' tore x 0.323' NO 160.7 63 6 ova tmwg`t nmcw e womSPFhwtgdbWdbug10headarias1CM43830004101A bt101144, 0.3125 46 2X4 wood 04 314' tWar W 3.S 16 6 No. 6 x 12S long x mur NO t31 A 3,6 PA ttttwyt wide SPF haring nabed bLow owe"aoecrat6202a363C00401A 1rcmuk 0.3t25 46 2X4 wood alas, 3N• flick by 3.5 16 12 NO, 0 X 123' "1 X 0.32r HD 106.1 35.a pet tmmrgtt ip " fam6PFbaeowed moo hoax somas 102024383CO0. 001A htMak 02125 46 2J4 wood *lad. 3/4' Viet ey 3,5' 16 6 OJYA' • ahw X 02t5' ND x 1.5• 147. 6 fi2 ptdl tflrouyl IltaGua wfdeSPFhcftbngringatnnxnea10M43, G3CA0001A. Inmrtaa. OJ125 46 4 woos atuo, 39• a= bl 3S 24 6 No. a X t25• lon3 X 0.325 kD MY 27.6 piat t.'aouO /Imm" wia0SPFhe" riobW bwile head screas t. Ae tastarrn wan rnawa on Awing wart0u pateauoe uvtm etc aamtp merttbum. 2. Agawmals load Is astervAndd tmm ustmem 1=0 tltvidw by a actor at adaty of 3. 3. kasdiaPanol taiaap mmpaet wldtASTM Ctt66, Standard Spad6vaot for Oretle Il, 7 Pe A Abnasaam FrberQemers F Sneefr. Tabb 10. Atalysle of AOowabis Load for as Scmw at IV O.C. ad Screwsmo Fazww SoCm. 6 12 10 Fr*ms m. 16 16 i6 FatlarwYnft' sasfn' 089 1.33 1.11 AttawsNo toad tx! 43 6 154 3e.a btdiv:.9uan astarw Ions (m. 35.9 472 43.1 The tar=w load to 98 so" at 1? O.C, was t74z01atad a tlto avenge d: the test testis for r and I O.C, The dowable bad for b screw a1 me cpackV at 10' O.C. bdo haft can be oloLdowdby ircopoatk do rewft el acne tamemet st fT am 12' D.C_ suns boa tees:s had oars atan mode d aaam pA Mugu from trb Putets.As sltoret in tine table, Do allowable bad Wall *awn IrMaled at 1C O.C.la wad tuning b 2U pat. JurMcathm of Wall Its Results on Light Gouge S" Frandmo loft "mica comilltratams. as aatswn wen abaer0 to lump **.so wtwmw uw Wniq is atmcw b a41ma or nee bwv am$ m gads pants• mmisverae lama c4?a=4, tra tin palJecl erpimm" mpotsmor to ensure trte hmmg rnrjwmm am trteebp matneuva, to taus wAhm a bed eaPscrboa. RONALD L OGAVAASSOCIATES, INC. 16IM ALGONOIJIN STREET CK3 HUNTINGTON BEACH. CA 92649 T) 714-202-ZM (F) 714-847-4595 PROJECT: R1O.2578-15 DESIGN WIND LOAD PROCEDURES: Foor-cmOent oftM m wra Iosd capad0 twata bad caaa*4 it d&bKnd rod wa aampkt rm ttaalp CD owwena rood nm wW Ina CAAdvt& Via Ota Conaverm lore ta=4 as seD.able aeipn boo Is 0aaa"w" bared an a faetOf of soft of 3 ap' w to Cm uwlm test load. Equation 1, q f0.00256'K'K„'K•9f (mf. ASCF 7-10 gtwion M—W) fL . vobdt pntad0 m twlpte 2 G . welociri Plasaao mpoun waatdord svalntsd at nsioMa K. . Iopwaprktamw Equation; K. . wtrta desdbndipt tat!t V , baste srbd apeod 0+ecwg Dual MPH) as dme n*ud fom 2012 (SC F+Dum ISOM B. or C: ASCE 7.10 Piptem 26.5.1A. S. or C V•V. pet. 201218C Section 1602A deGrJaamJ V. , -A&-m d-;Vn wind sp oods (S-mmro Duct MPH) dam w4no trap 20121BC F*m 1608A. B. or C: ASCE 7.10 FQuas 2tLS1A B. or G E"U" 3. P-%*(GC.-OC J (at. ASCE 7.10 agco:mn VA-1) GC.. PmL4 of e+eerrid prassro eoesJdsm ama c=,af m taaor GC. , Draw= of formal prosom aoo0ltlam tam ofim esaa fast P . design preaw" (PSF) br siding (atowapls oosp bad for WdkO To datem ina dostn p esuar. u*VALae q, fto Etpladon 1, Equavon a, 0.O.M256'1`•Ka'K .'(Gt.G'tyJ A00wable Sfnst Design, ASCE 7-IO Sertan 2.4.1. iced emweasm 7 Equa*m 4, 0.6D • 0.6W JW.. ASCE 7-10 aOCUon 2.4.1, load carynaaon 7) D . oma bad W , wins boa To oeanmkm the Abaabb Stan Design Pmsaum. apply Ore toad actorlrW 1"" eta EP.wOen 4 to P (ac*n prestos) ONWV*W n0m sgr000n 4 EgrUon S. 0- • 0AV) Equaaon T. p • 0.6'(0.002i0•K'K.'K'v.`(GC.GC.1) Eaui.oe 7Is uW fo popwam Tial. 3, 4. aid I To detalmho nw asawam WiMb bask wtrb apnea for liardw Sdn1D M IDnb 0. mSe Elwtgn T far Y Equation a, V. • (0•/ObroL0250'+6'Kw'K'(GC.-Gw1Y' ApOcaalo h1 memods saooLadin Exwoliw 1 Mrough 3 of 201218C Secion 1609.1.1., to determine Mt StouaYr naval des " wind speed Nas!) forMn$e Sk%V M Tkak C. oa* fhe cwwrsian tomwb bdoa: Equation e, V— • V. • (0.6f, pe . 201218C Salon 160C.].1J Vim, , Nttiml deslan wW apaad (3'Wm4 gut mph) (sf. 2012ISC Sa=w, I W2.1) F, FC O R10P ss/0N 4 '-fJ RONALD 1. OGAVVAASSOCIATES. INC. ISIW ALGONOLBN STREET ts443 HUNTINGTON BEACH, CA 02640 T) 71/-202-26OZ (F) 714447AS95 PROJECT. RIO.257815 Table 3. Coottldatea and Cow used In DalemdMng V and 0. . . 1fEE® NEkmEE7momm O mxmmx! NKILM0OK OINK1F>®moomm mmm®gym E:&I EIr E orate® t ORMiEE},EE:Im omam®mms Table 3. Aeorlt4 Stems, Design • Co. wd.nd eraed7ro (CtC) PtLataea (PSF) m a Ruiita0 i1 VaAiva Witd SPaade -wine Ettpoatae Cadpaty 8. - F ORIELEtIlMEMUltt7§NlEi`MSol-%1•Ell-MELIM000[akL-MtL tl win= Mcmm MUM E'T11EbbmEwaE`imEiLM NOURiQr1.>e®1E3 3a OEM= counm ElILMw if==at= E4 Eikd 3.ET' E 7QEI•®EMI-i•l l a El• EiZ>>Eil! Etb E J E: T- E aF7 Eti MEIN mulm met—rim OW -AM omtmm ME= M05—sm!r-M!alm mtaE EtamocamED—I E MyzxMNIEMANN E2umenEammnLmm EFimMEE=&=MEMMUM iiiri omotlmm=tm1 lim m Imm i,C1i.iiCldm E I7 ilrji aL6'M i..,y eli/rfia fir ltt/M i m 91=" nommmLiz= Table 4. Allowable Smear Design _ Camn"nenl and ClsM a (C&C) P;st" (PSn to to Reslebed at VaAoes Wind SP6.06 - witty Eapaatn Cebgory C. t,.,.rr>•i['-im MIKEL1NOELLMQf:7Ma*•lsrr.t•MEEL%=MEL:LmEIL'7=L+'mmaTm Nonni!1•MOR It'>• monEm Ulm Dram E sl! EEHEM MEMO mosi1 mm=M E12mmy-&= L MDLEE lE lE 7E®m hi•t l zs.7 E I E}A7 Ei£ Ea ti3 E•> E} MEMO®EMNlc-ttmucom®E?IMM:Wi•mmm Elm=iE= E E?t E E E..f' F.lmEiJFi•E EMIM INED.M E717 McA.AM OREEMO Ems=®E71M 7LM m MUM INK-M EIM aE= E r12e4'= 1* a—E:tE EL 1 EtY' E yJ>Cb>SF3E!'E t>•> ii r ti.t!"ya i`.rit ie' e=:Ra1I 41F7 L J Table d. AOasoble Smeas Des gn . Companm sad Cledelttg (CAC) Ptasaum (PSFI m be FtmWtid'at V&tlim WMd Spaada • Wind Fionum Category D .. . 1 t ,i ,1 1 t to 1 1 , iMaPees( atRU Ei it e EiEI• E`_'3 E!>a d ETA t J E3E E'T1 EiZ'>•Erl i• Ez EZI7 Eti E l Ea® E?L']•li3E E E! Q=I E!'T t l- E ls'] Ei3 ESQ EIET• E E2d E>• EiJ ETA E4Fa 1 7t ia E 1• 1• ESt E> EiA>• r'R E 7 E3 Eft E E3d>•Erx=E`3 E ild E:S Q:.Lii2r.EL3Jttli.i36 E11T E} k lL•37 E}a!{s- Ei lti a nx: EIIZi d Tablas 3.4. and 5 we Dosed an ASCE 7-10 and awtstt d wM we =2 IIIQ 2012 WC 4 21 FS1 IONA Rt, W AVAA=IATES. Dr- dta•-91+aRaa SUWMa PR=ULTS. tut:. Sun ALGcbm w MEET OalS UU11- NTa4a H115rto,=TOi SEAZK C^ 11260 ada:;rnrs!rlQ.e,o{ta m71a•2i2.26Wi to714447JSVS PRCECL R44MIS Tsar o, "Wabb WW4 ol" fmao1 rot fwrdi mwt stdfap j"arylrwlf "a"A, ASCE 7-10Ct nxw 20 CLC Parr 1 wou P!R?f akrCb.iAtlrrb t .I p..brltrwy.tir:tuA t i•!ft».a POr 111lQ Mfotlr• t' . teal i Y ttaorrlsara t. __ - rirnt791:tK.:ON :.t1a•Y.rea ' O.7a.rt11t7.t,l,a e/ra>~ewE.Ytaw1- ••• L"1.rgrts...11mr,{. !ali ataaal.l. ?• f• ,`,,, a - - .. t..ac:r a:al.sr.•.wer:..t r.v.. _ . lYalttaY/t tIY•D't .tR:.`reK.ROY?t. •Itq S . . Ri a;11 allalotfn Tltdltas 1 f: Wmi N4i f•{:r1ef h!• F•1ltaat tCpadlt{ 1a! F•lw lrpt L,tla6.'+fopia1 IW. r_f 6 c' a B C 0 Ma••i• Itripllar errs tn• rnC fm0 t• G t Y 1 a I t2rpb howQ•w rOC. d!' 20Oa, w1 II•el.,K e•~•ae i aw"u l{ • 0.16 161 1 i{ xa 1 1 t» 449 1OW oe ao 1 44*1 OG A. A! 1 aN Ou7a• tq 710 Its Ito 1`2 120- a]f- 1 OW ago tR 7 IY7, em 79 to. 120 11! Slt CA 0•. tR 1' 1 t4 OG A• n. ON ONa0162tmtdtar12a1NAcCWOwt!i aI 16 too of e i>• 1U AOf OII A. is I as ee w. I. OW a1!' 43 143 ud C xa 27 s:a y« am to L:: l0 17: 1 tan a17 IIO. la 6]•• aM I,N 111 1 I on Ca A. A ON e:t• a 126 to- xa fa{ 170 111 Oa to- 1a IA tt 177• 1Ua 14 • 132 b- tw On ltt 2.{ 1 Cq 0a t. 1. C,tt GA. W 1. 2i^ fa7 t]S 11 t1% 41, Oa Ili- I.N 100 us. eT 220- Tt2 4r O 416 r Oa 1a I.t It43 1 Ca AA at. 1 pN'ys NO f 4+ N•,{a lilac a•TlT ep t1Y0• M OC,: 2%4 .wa mP •111i Q•I 10, W rim or a.0• tu w 015 V. too 1•a t]'i tT IIt tta eW 0G 1m I• I Oe w. Ot• 2 t_ It t A! O>] eflQ Ijy I• 11 ae On w• Cie Ottett71Its: w`! CA ow tt1 t . x t t 11. t wi• Cra OM I.b Tyr 1t Qe w. oe a1t0. 1. lI 111 tp a• 0n la ITa 1Ob 1 w.• en l-1 ISI. 1 I t i- t:. t C•t 10 t- 1I Ca .1• Ca •1. oe w• ON417 el. 100 1 w7• CM Itt tti 1-0 t.t U. I iT lao a-V• ee A. 1ft Ica tat tte 01 GOY• Yt` tip tY ro w• t.•1bPe•M10 v SII{ M • NL{a• X17X M C,TS ro 11o•t IPO.C. 2N.•ma t f.,•W1+•t••c. 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FLO RO Is/0N A\- H O no W REPORT NUMBER: 102024363CO"01A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30.2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRiVE COOUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanelO EVALUATION PROPERTY: Transverse Load Testing Report of HardiePanel@ tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior' Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference 21 STA F r'F RIOP • ` tt` w This report is for the extiusive use of lntertek's t7,ent and is provided pursuant to the agreement be.'ween Interek and its Client lntertek's responsibility and liability are limited to the terms and conditions of the agreement. lnierek assumes no 1iabl1hy to any party, other than to the Client ir, accordance with tnne agreement. for any loss, expense or damage occasioned by the use of this report: Only the Client is authorized to copy or distribute this report and then only In its enflre:y. Any use of the Inzertak name or one of Its marry for the sale or advertisement or the tested n. atedal, product or service must fist be approved in arlting by lnterek. The observations and test results in this resort are reletant onq, to the sample tested. This repot by itself does not imply Me! the material, produm or service is or has ever peen under ar, Imerek cerdrIcation program. James Hardie Building Products. tnc. Apd130. 2015 Report No. 102024363COa0o,A Page 2 of 1 Table of Contents 1 Table Of Contents ..................................... _.......................... ............................................ 2 2 Introduction ................................................. ............................................ .......................... 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning............................................................................................................... 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations.......................................................................................... 5 6 Conclusion......................................................................................................................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................ 1 Page OGAWq A9 FLO. SSIpNA- ` Intertek 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 15- 0122.04. 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 Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Panel""19. Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 M INSTALLATION REOUIRE MENTS RESIDENTIAL SINGLE FAMLY ONLY - PRIMED & COLORPLUS° PRODUCTS Visit vnvw.iameshardie.com for the most recent version. SMOOTH • CEDARMILL® - SELECT SIERRA 8 - STUCCO IMPORTANT: FAILURE TO INSTALLAND 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 HZ10TMA PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carty 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 INSTRUCTIONS OUrDOORS 1. Position cfAting station so that wIr d will blow dust away from user INDOORS. Cut only using score and snap, or shears (manual, electric or pneumatic). and,others in working area 2. Position cutting station in vvel•ventlated.area 2. Use me of the tolamirV methods: a Best L S=e and snap 1. Shears ( aival, elerA`c or pnetmatih:) • NEVER use a power saw indoors b. BeWc I. Dust reduclim d dinar saw epimed wilha -•NEVER use a circular saw blade that does not tarty the Harde0ade saw blade Iraderrark HardeBlade'saw blade and HEPA vacuum waction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Goad: I. Dust twitting draAar ww with a HaffmBlade saw blade only use for low tlo moderate Important Nola for frafturn protection Ommst respirable drsta'od:ction),Iames Hardie faximmends allays usig'Best'*M onling gmeltock where feasible. NIOSH- approved MSPn has ran be used In eagutctlon with abme culling pradicus to fuc8rer reduce dust opmues. Ad&Wnal erpre irdomtatio0 is available at vwn:.pmeslard .uxtm to help you determine the most apprapriale cuffing method for your job requirements. 9 concem still muds about oposue levels of you do riot cOmply with the abbe pracd= you should always oy wl a qualified indusrotal hygienist or contact James Hardie for rurdter information. momlac GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial J Muld-Famlly installation requirements go to www.Jameft die al.corn HardiePanele vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in traming and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscxeerdhrrring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at w wr. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, 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 sidln in Fascia or Trim apolicabons. Some application are not suitable for L olorPlus. Refer to ColorPlus section page 3. 00 NOT use stain, oil/alkyd base paint; or powder coating on James Hardie® 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 take intoconsiderationthecoefficientofthermalexpansionandmoisturemovementoftheproductintheirdesign. These values can be found In the Technical Bulletin 8 " Expansion Characteristics' at www.JarnesHardie.com. INSTALLATION: Joint Treatment ' Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from comers. Do not nail into comers. caulked (Not applicable to ColorPlus• Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanel vertical siding must be joined on stud. «nater-resistive b8ff1er wauir-resK,ive barrier Double stud may be required to maintain minimum edge / 2 stud ( watar istive ,oa viersistive studnailing distances. l '_ J2k` ..upper panel per panel upFigure 1 sad r gDo not 1/4' gap Oo'ral 1/4' gap walrier ve I Cain Caulk barrier I - "--- sheathing I HardiePanel Batten Joint "H" Joint '-Z-trashing t ` Zalxshuno t C. p/ ver ieal siding water-rasistive barrier —bard 2 >< band board keep nails 4 stud ( er Imver 3/ 8' min, panel . — panel from panelr0 edges plate o o Figure 4 leave approP^• gap between Recommendation: Meh r— I p panels, roan caulk installing Sierra e, provide J Caulk Joint a double stud at panel / \ I moderatecontactplotapplicabletoColorPlus• RnlsN joints 0 avoid nadir g keep fasteners 2' I 'Apply caulk In arxordartce vsth caulk through groans. \ \ away from comI rnanutaourer's written appltcraon ostruebns t For additional information on HardeWrap"I Weather Barrier, consult James Hardie at 1-866-41-lardie or wimv.hardiewrap.com WARNING: AVOID BREATHING SILICA OUST James Hordle• prods c s =rXin resphable srystal4ae Sian, whim is kw.vn to the Slate of Callhfmie to cause Grr =and is autdered 3 j AMC all faM to be a cause cat cancer ram some occupdonal sources. BrWhm et¢esshre odroums of MMMOte slice dust can afa0 cause a disabling and poteff lily fatal king dsease called stlimsa, and has been linked wlm oiler meeases. Some suAes suggest smoking may increase these nsks. During tautaUttoh or handling. ( 1) wuk In indoor arias vain amWc verrWatron. (2) use fiber cement snmrs la albnG or. mice not leasrbr. use a HaMioBiadea'saw blade and dust•roarrarg oralar saw aIDrcned to a HEPA vw urm: 3) vain others in at hnmediate area: (4) wear a progeny -fold, MOSH-approwo drat mask at respiraia (e.g. N-95) in aaprilm with aagl¢able govemmem regulations and manufachaer InstrrrUiotz to father Ilmh resp:able sla srposures During clear up, use HEPA vacuums or wan cleanup methods - ne%w dry sweep. For further inronnawn, refer to our insWlahon iaslWons arc Material Safely Data Sheet a allaole of v otw jamtahardte. co n or by calling 1.8DO-%W9DIE 0-8-30-942.7343). FAILURE TO ADHERE To OUR WARNINGS. MSDS. AND INSTALLATIOtr 0:STRUCT10NS MAY LEAD TO SERIOUS PERSONAL KURY OR DEATH. cam" HS1236 - P1/ 3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counten9ashing clearance between requirements for clearance between James Hardie* and decking material. shalt be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjaceRt finished grade, steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure S Figure 6 Siding___ 6.It", Water siding and trim. Firriergure 8 Refer to fig. 3 on page 1. e dvrg PI : j 1 ' ye IIIJl I .I 1111 1- - 2' nfm. 6' min. I louidatun Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 gutter and end cap 1 4°•miri deck material ledger Do not bridge floors with HardiePanel'siding. Horizontal joints should allays be created between floors (fig.10). water- Resls&# e Barrier. j Framing Figure 10 Horizontal r Fborkp T. t Sheathing fasda ! HardiePanete 1 BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 3V or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, gaWized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot - dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteneis are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive.nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer,(for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, ll \ fill 8 add nail Figure A V Figure B do not under drive nails oo NOT STAPLE r..y KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most crttical flashing details occurs where a roof intersects a sidevrall.. The roof must be flashed with step flashing. Where the roof terminates, install a kidrout to deflect water away from the siding. It is best to Install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, lOckout Flashing To prevent water from, dumping behind the siding and the end of the roof intersection, 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 recommends the kickout be angled between 1000 - 110e to maximize water deflection Figure 11 SUP / VVI , t ft Mile f ttao PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount at achment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P213 8113 A- >o. CAULKING For best results use an Bastomeric 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 manufacturers wrfden 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 00 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 t;olorPlus 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 ColorPlusP 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 COLORPLUS° 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 RECOGNn1ON: In aoco.-d&u wtih MES halua0on Report ESR-1844, Ha del anel® Ver urel s ng Is rec)Cnaed as a sult?M ftnate to ft spedfied in: the 2006.20rr9. & 20121ntamaWal Residential Code for One -and Tr*Famay Orvefts and the 2006. 2009. E 2012 Intematioral euilding Ook 42fdiehnel vertical std:ig is also recognized for application in the foaoving: Chy of Las Angeles Research Report No 24862, Stare of Florida listing FL4889, Dade county, Florida NOA No. 02.072-0.02. U.S. Dept of HUD Mate ials Release 1263c, Texas Dapartinem of Insura o Product Evaluation EC-23, Cdy d New York LEA 223.934A, am California OSA PA-019. These documents should a!so be consulted for additional adormabon c-oraemng ite suitability of this product for soacilic applications. 2013 James Hardie Building Products. All rights reserved. TM, SM, and ®denote trademarks or registered trademaflcs of Additional Installation Information, James HardieTechmogyUmimd 6 is registered warranties, and Warnings are available at Jar eSHard- e trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6113 MIAMI-DADE h11AMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARThIENT OF REGULATORY AND ECONOi4IiC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADA•IINISTRATION DiVTSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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" Plaulcs 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., beating the Miami -Dade County Product Control revision 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 mantifacturer'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 1.710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there lens 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 revises NOA fi 13-0311.07 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. Utl-Cl-a, P.E. NOA No. 15-6122.04 MIAMI•DADf COUNTY Expiration Date: May 1, 201-7 Approval Date: April 9, 2015 03/301;W S Pagi 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder 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 l through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted zznder 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 Inteitek 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. Mia;ni-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. O3/3olyo t5 Carlos M.. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 k:-1 WALL LENGTH Sled Spacing at 16r O.C. Bt-, I_ I J pGAWq WALL Accc9ftsm1,toi?,1.X1I.c jiEIGHT 191 17 BY DET9! L-9 how ND 7 Carrd 3/ 8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding water - resistive barrier per Florida Building Code Section 14042 5/ 8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Budding Code Section 23223 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. SEE DETAIL A WS" thick 15 ply APA rated plywood sheathing in a000danoe with Florida Budding Code Section 2322. 3 Water - resistive bonier per Florida Building Code Section 1404.2 2' X 4" S-P-F Wood Studs Hardieranel, SECTION B-B Cempanel, Prevail Panel Siding PRODUCT DESCRIPPON I- IarcliePane . Cernpanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C 1186 Grade II, Type A and meeting the requirements of the Florida Building Code. t NEL_DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESLGN PRESSURE RATING Installation Design Pressure Wood Studs 76 Psi Impact Resistant — Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing HARDIWANELCEMPANEL, PREV IIL._MNEL SIDING 1NSTAUJt`T10N DERAILS AllinstallationshallbedoneinconformancewiththisNoticeofAcoepbnce, the manufacturers installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardiePanel, Cempanel, Prevail Panel Siding wilt be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this N. O.A. Note11518" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 23223. APA plywood she supported The siding panels shag be installed over 518' thick 16 ply by aminimumof2'"X4" S-P-F wood studs spaced a maximur of 16" O.C. Note 21Thesidingpanelfastenershallbea2' long, 0.223" head diameter, 0.092" shank diameter, corrosionresurtantsidingnail: the fasteners shag be spaced at 6" O.C. at panel edges and intermediatestuds; the fasteners shall be driven through the 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shallhaveaminimumedgedistanceoflWanda minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION fames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909- 427-0634 A DaW NL- PLKSOFF Creator. E Gonzales iscALE 12" =1'-SKE 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3j I. M Gamely* wbb oc-Fu6 b 1hofte coo w rrro Ptodnt Comw MODUCtBEWSM is coming with the Fkrwa AIMVMM rto tifami Prodncc Ceo od I. j- I•I Fastener Spacing per Florida Building Code Section 2322.3 I I•I STA S ONA Cladding Framing Sheathing FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3-1/2" 16d COMMON NAILS (2 PER 70P AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 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 SHEATHING NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD ° HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 CLADDIA_G James Hardie Building Products, Inc. THE PANEL IS FASTENED WITH Y LONG, 0.223" HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION - a RESISTANT SIDING NAILS, PLACE NAILS S" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 SIZE FSCM 140 DWG No RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALP 1" = r-0" Date:-M412013 ISHEET 2 OF 12 WALL LENGTH Stud Spacing at 16" O.C. r.:............. T.-.__'.----------- ----- tttft OG, Coft WALL No. iEIGH-r i ` gym`- ' Aoav4 Coeaat -o • ` ` STATE I; ORI Bf- 3/8" Minimum Edge Distance Nails at 6" O.C. (W.) D-EA LA - Sheathing fastener, as described in Note 1. FD \` lotthe 1loriids Panel fastener, as described in T- Note 2 HardiePanelO Siding k Water -resistive barrier per Florida Building Code Section 1404.2 6/r thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-518" X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 S.f~C-IJON-Q=S Water -resistive barrier per Florida Building Code Section 14042 20ga, 3-5/8"X 1.5/8" Metal Cstud t?&ODUC-T_DESCRIPTiOK- HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber-cemerd products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DLMENALON ; Width Length Thickness 4' 8.9,10, 5116' DESIGN P&ESS_UR-E RATING Installation Design Pressure Metal Studs -104 psf HardiePanel, Impact Resistant - Cempanel, Panel installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HAIZQIEP..N.E.CEMPANEL.,,_PIZEVAIL PANEL SIDING INSJA_ T'ION DETI IL S 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 11 5/8" thick / 5 ply APA rated pyw=1 sheathing shall be attached to metal studs at 6"oo 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 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3.5/8" X b5/8" Metal Gstuds spaced a maximum of 16" O.C. Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" 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 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 512E FSCM NO I OwG NO REV A PNL-PLKSOFF I 1 Creator. E. Gonzales I sc.AkE - 1/2" =1-0" I Date: 424/2013 Is"FET 3 OF 12 6.00in. +— I 6.00in-1 I I 6.00in. PRODUC r REVISM as 06M0ybB wi& the Aortids i 7 lay rum,.ProdW cooed II I' I II I I• I 6.00in. I II. I II I' I pRC mcr REV1St e caorpil w h h r ore of . L F_RgMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' 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 SHEAhIINANOMINAL 518" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-iw LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 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 I•I II I / I II Cladding Framing i Sheathing I' I ,i' OGA 0. 121 I' -o STATE OF • S/0NA1- / FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD NOT PART OFTH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Elm Avenue Fontana, CA 92337 5>Z= hone:909.356-6300 FSCM NO DWo NO PNL-PLKSOFF Fax 909-427-0834 A Creator. E.Gonzales SCALE 1" = 1'-0" Date: 4242013 s er a OF 12 1 SEE PRODUCT DESCRIPTION Stud Spacing at 16 O.C. ALL LENGTH DETAIL A HardiePlankS, Cemplank®, & prevails Plank lap Siding materials B F i i.... Il f•- —` i--i1 518" thick/ 5 ply APA rated plywood are nonasbestos fiber -cement products tested in accordance withistested i;i- sting in It Type A andAST1Grade , M of the i j accordance m"0i meeting the requirements Code. J I ' ' it irraaiiii!Y Florida Building Code Florida Building as ooiloblyMS witb jt Mcida i `10 IN. - i t i Section 2322.3 PANEL_DIONS WALL HEIGHT i i i j B'"7d cCoAe , i ? Expie tics s 7 i i water{ esstive barrier per Florida Width Length Thickness Igg- lir 12' 5/16" itvy I Building Code Mtnn: qI ad_Cootroi Section 14042 pESIGN PRESSU$E_I_Z_A PING Design Pressure 27X4"S-P-F Installation o' i = '•k, Wood Studs Wood Studs -92 psf L •------ - _-- ._.;_ t_--- - -- i- •- --. Ssi N t Lap Siding Impact Resistant- Planks installed over 5/8" thick / 5 ply B •_ Nails at 16' O.C. (iyp.) i itro S gng 1-1/4' jail X sme" APA rated plywood sheathing 3/ 4" Minimum Edge Distance thick stager strip QEIA1U Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail . r Lap Siding CadVZ5/ 8w-- Water- resistive barrier per Florida Building Code Section 1404.2 5 ply APA rated heathing fastened in accordance with Florida Building Code Section 2322. 3 2" X 4" S-P-F Wood Studs The watt and soffit frames are to be designed by the Architect or Engineer of Record in comoliance with the Florida Building Code. HA]. 2.D_Ij`P_LANIC,_CEMPLANiC,.QI2.EYA_ 14W S.ID_IIJGJNS7gt.lATION D T.A1L.S, AllinstallationshallbedoneinconformancewiththisNoticeofAcceptance, the manufacturers installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardiePlank, Cemptank, Prevail Lap Siding will be installed shall be designed by an EngineerorArchitectpertheFloridaBuildingCodeandtherequirementsofthisN.OA 1] 5/8" thick / 5 ply APA rated Plywood sheathing shall be attached to the studs in accordance Notewith Florida Building Code Section 2322.3. horizontallycommencingfrom the bottom course of the wall with 1-1/4" wide Planksshallbeappliedaofeachplankis58-1/4" verticalry. lapsatthetopoftheplanksuchthattheexposureareNote2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion - resistant siding nail; The siding is fastened s 8-1/4" O. vertically raetillyand 15 O.C.ethhgorizoontallly, fasteners are driven into wood studs through 518" thick / 5 ply plywood are placed in the overlapping area approximately 3/4' from the bottom edge of the oved.a PP g m plankVertical joints shall be placed over studs. supported b The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing y a minimum of 2"X4" S-P-F wood studs spaced a maximum of 18" O.C. Fasteners shall have a minimum edge distance of 3W. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO OM NO Phone: 909 56-6300 PNL-PLK OFF Fax 909- 427-0634 A Creator. E. Gonzales sCua 12" - V0 Date: 424/2013 sr+EEr 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 16 in. OC--- - Cladding 0.75in PROWCUMWSM weornptym*w ttbwk1wW* owlewscaft At.epbnor We I ' //. C i T sa.25in. I I Fastener Spacing per Florida Building Code Section 2322.3 FRAMING 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 CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/S" THICK 15 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C_LA.DDf I G PLANKS OVERLAP 1-1/4" THE EXPOSURE IS SS-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/7 LONG, 0223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION• RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheathing Is «dip. w11M ft It" , ` M"ft Coi 21No. 1 STATE OF _ . e prodrea =. c •'• FL I?R IDQ` .:. , s onra. tiN , FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue e Fontana, CA 9=7 Phone: 909-356-6300 SLZE FSC 4 N0 p1"0 NO Fax 909-427-0634 A T. PNL-PLK-SOFF Creator Ir Gonzales SCALE 1" =1'-0" Date: 41242013 SHM 6 OF 12 O.C. ' VYALL LENG SEE PRODUCT DJESCB_1P_nO_N Stud Spacing at 16 DETAIL A HardiePlankO, Cemplank®, and B E - i s i 5W thick / 5 ply APA Prevail® Plank Lap Siding materials i......_._ r l rates plywood are nonasbestos fiber -cement i • — ! l ahea fastened products tested in accordance with ing'c to metal studs ASTM C1186 Grade II, Type A and r iaiiy'. described in Note 1 meeting the requirements of the as caie ptywigw t7orr:ds Florida Building Code. i / Water -resistive WALL jf LA2. t .I. a4 _ barrier per Florida PL1ANI DIMENSIONS HEIGHT ! o ` r F ? Building Code Width Length Thickness SeWon 14042 5 S/16" Y I'f odmtY Coessl ¢ ' i : i 20ga, 3-5r8" X 1-5l8" . DESIGN PRESSU$E RATING i•! !" F `` Memel (.stud Installation Design Pressure O HardiePlank. Metal Studs -92 psf n P. Prevail B E - - - SS/ANAL (iyaG ' c 10 Lap Siding Impact Resistant -• 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) % j. 1-1/4" tall X 5116• Planks installed over 5/8"thick / 5 ply APA rated plywood sheathingthickstarterstrip DETAIl,1 HARD IEPLANI CEMPLANK PRE1/AIL LqP $IDING_INSTALLATION DE yIJt$ All installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank, Cemptank, Prevail Lap Siding will be installed shall be designed by an PRObUCr SED Engineer or Architect per the Florida Building Code and the requirements of this N.O.A wr60fto W at nxids [Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel boa S• J Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head dFameterx 1-1/4' long bugle head screw ieeOOp`!D g Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps atdescribedinNote2thetopoftheplanksuchthattheexposureareaofeachplankis:5 8.1/4" vertically. by [Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1l4' long' bugle head Llei C rard screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlank, fastened 5 8-1/4" O.C. vertically and 16" O.C. horizontally, fasteners are driven into metal studs through 5/8" Cemplank, thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" Zlb;iter-resistive Prevail Lap Siding from thebottom 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. rier per Florida Fasteners shall have a minimum edge distance of 3/8". Building Code Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/ 8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to- James Hardie Building Products, Inc. metal studs as described in _ 10901 Elm Avenue Note 1 • Fontana, CA 92337 20ga, 3•S/8" X 1-5/8" Metal C stud Phone: 909.356-6300 51ZE FSCM NO MONO REV The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. 'Creator. E. Gonzales SCALE 1/2" C 1'-0" Date: 4/242013 s EET 7 OF 12 1 6.00in. 0.75in comwbrift,.im &C 00" ANo /.mac z' -a- + T t3y I i Axrr hind 58. 25in. FRgM1NG NOMINAL 20 GAUGE 3-5/8" X 1-S/8" STEEL STUDS 16' O. C. FASTENED WITH SW 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) fVG NOMINAL SWTHICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" 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, PLANKS OVERLAP 1-1/4• THE EXPOSURE IS 5 8-1/4" 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 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. Cladding Framing Sheathing 121 o - STATE OFZ. . p-,c„,`, t ..-• G t o Z"." t ,5' 3 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 NO I_ l SCALE 1" = 1'-0• James Hardie Building Products, -Inc. 10901 Elm Avenue Fontana, CA 92337 DWG NO PNL-PLK- SOFF Daie: 424/ 2013 sMEEr a OF 12 1 WALL D-E—TAIL,A WALL LENGTH Stud Spacing at 16" O.C. o—__ , 1 1 3/8" Minimum SEE DETAIL A T T f ) 2" X 4" S-P-F Wood Studs HardieSofro, x" Cemsoffit 61 s_c TJQ B Nails at4" O.C. (typ..'vRaM=REVI:SM Distance tits F own w"6 0 l">dl offt fastener, as escribed in Note HardieSoffit, Cemsofft 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. Pg0_OU_C_T_DESCRIPTI1CN HardieSoffitO & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFCT b1MENSIONS Width Length Thickness N 8' 1/4" pJ;31G_N-PIZES .ME 3A_TING Installation Design Pressure Wood Studs -70 psf 4 21 STATE OF fFLO FSS/ONAL E HARDI.ES_oFFIT CEM.S-O_EELT-p-gN.F4l1.T}1LLAJJPN DETgtLA AB 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. Wood studs where HardieSoffit. Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; 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" U.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E. Gonzales PRODUCT REVISED emocomplyiEste WM dw>s. A0=VEmmNo f 3-0311,e7 ZDM2ft LjZ;(jZj1QW BY Prodkt Ceead HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Np DWG No PNL- PL K-SOFF 1f2" = 1-0' I Date: 4/24/2013 9OF12 4.00in. 96.OAm• Cladding Framing' 4 4.00in racbutr Rrium OGAINmooalcra>ens>Ev 17 NO. 121 fr Pamboc. • Bty; s.o<PnftsC'..d STATE OF . FRAMING 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 CLADDING THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hake Building Products, Inc, 1D901 Elm Avenue Fontana, CA 92337. Phone: 909-356-0300 SjZE FSCM NO vh No REV FaX 909-427-0634 A PNL-PLK-SOFF Creator. E Gonzales SCAIF 1" =1'-0" Date: 4r242013 SHEET 10 OF 12 WALL LENGTI - lI Stud Spacing at 16" O.C. 1 3/8" Minimum DETAI A - Nails at 6" O.C. (typ. Distance t fastener, as ribed in Note 1 SEE k- O_DU_CT DESCRIPT(O-N HardieSoffrl® & CemsoMtO materials DETAILA are nonasbestosfiber-cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-518" X 1-518" SOEEfT DJMENSION_S. etal C-stud Width Length Thickness HardieSoifit, APALI N PRF.,SSURE RAIMG Cemsoffrt Installation Design Pressure i• Metal Studs oil SECTIQN MODUCFREVISED MOODUCF ttEVOM as comoyi av wit to ibxids s •', e tw. &b' waiuo No. 121 AEZAPM Al- Ar STATE OF elr cgadd Mi a fi~et coneret t'c` ' • OR I B P • ` "/ 1 CE,MSOFITpANEL INS ALIA_T_IOt J DI= TAILS r s olvz N tARp1ESOFE(fs_ . r r All installation shall be done in conformance with this Notice of Accepian,'h(nirfacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, 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 3-5/8" X 1-51W Metal C-studs spaced a maximum of 16" O.C. HardieSoffit, Cemsoffit [Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long* ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal ' framing) -,the fasteners shall be spaced at IF'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 3/8" and a minimum clearance of 2" from comers. y., ,1 ........_.. i C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida.Building Code. s.00m. , o.wm• Cladding Framing lo 6.00nine MODUC[' REVISED wiai 16ef'lofii gE\i® F w°M""s'''°ofInd /-0/1.07 AWA Mimic DaftP+oftctCoot ol 2 21 J O90 ' FSSIONP4 FRAMING NOMINAL 20 GAUGE 3-5/8" X 1-56' 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 CLADDING HARDIESOFFIT, CEMSOFFtT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4 , LONG CORROSION RESISTANT RIBBED (BBUGLEHEADSCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS V' O.C. AT PANEL EDGES AND INTERMEDIATE NIMIINSTALLUATION Fontana, CA 92337 STUDS REv Phone: 909.356-6300 SIZE FSCM NO DWG NO Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales scnLE 1" =1'-0" Date: a24=13 SHM 12 OF 12 Florida Building Code Online Page 1 of 2 Professional Regulation BCIS Home Lop In User Registration 1 Hot TOPIC ( Submit Surcharge Stats B Facts ; Publications ( FSC Staff k SCIS Site Map Links Search rl0f117a ryes ; Product Approval perm, I Ilw USER: Public User t{ atx Product AQoroval Menu > Produet or Application Search > Application US > Application Detall FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahmanoaluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.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 tJ 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 G Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 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 Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL tF i Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in MVNZ: No FL12194 RS 11 ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdfApprovedforuseoutsideMVNZ: 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 R5 AE ALC1S001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL,odf Created by Independent Third Party: Yes Contact US :: 2601 Blair Stone Road. Tallahassee FL 32399 Phones 8S0.487.1824 The State of Florida is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 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 455, F.S., please dick here . Product Approval Accepts: 0 ER M Credit Card Safe http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. ALC15001.2 FL12194-R5 Paoe 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. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 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 P,anels 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 ?anels 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 FL12194-R5 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 5ti"Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. aY R. No 74021 STATE OF • 4 OR CERTIFICATION OF INDEPENDENCE 2017.06.06 xz-15:48:16 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) ALC15001.2 FL12194-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. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS 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 1710.9.4. 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 Loclion Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Loa ion Location 1 ALC15001. 2 FL12194-R5 Page 1 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Loc6tion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# A roved S stems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16.14 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J #I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) 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 0.072-inch dia. x min. 3/16- 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 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood owcrown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. 12F-3 Max. One (1) 14 ga. 5/8-inch lorlg T nail One (1) min 3/44nch x 1/44nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001.2 FL12194-R5 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 psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/24nch 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 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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- 353.312-inch spaced max. 84nch o.c. 4-inch o.c. and securing each inch head spaced panel lap 124nch O.C. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond'pattem Wood 1-inch leg staple spaced max. 44nch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.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 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/164nch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does 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 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-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 14nch leg staple spaced 4-inch 0.072-inch diameter 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. 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- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. lap 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 3/44nch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 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 Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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. 1.754nch x Max. inch crown x 14nch 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 patter inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-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. 3/164nch 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 ga1/4- 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 801 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/ 164nch 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) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x t-.inch 0.072-inch diameter 801 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8- inch 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 0.0724nch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 5 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter 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) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch 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 0.072-inch 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 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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. 1.75-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. ALC15001.2 FL12194-R5 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 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 Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. IWinch 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. ALC15001.2 FL12194-R5 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 go. 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 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.%- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25 staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 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 batten/rafter inch head spaced intersection. Max. 44nch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 go. 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 to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch 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 or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batlen/rafter nail with min. 3/16- intersection. Max. Inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 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. 3J8" head din. nail WiLh min. 14" 91190901n"rlt I foe W.A9 BuhnLr atnl or m1n. 0.097" dla. T-nail rr etut, null with min. 51V" engagomentltor concrete or blook AIIbuLC.nLe). npueei aA notad nbove . ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 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 w'" `, SOFFIT STAPLE OPEN RAPIER 3/4- X 1/4- DIAMOND PATTERN L'r DETAILCROWNSTAPLES USING A DIAMOND 1 KTVMI suvus i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4- X 1/4- CROWN FACIA BOARD 8. 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S: 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4- X 1/4* DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 FL12194-R5 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, 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. MCREEKTECHNICALSERVICES, LLC 12J-1 No. I Installation Detail OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J-CNANNLL 1-3/4' TRIM NAIL screwed to so[iit PAINTED S.S. 48' with one(1) N8 x 1/2• x 3/8• head O.C. diameter ncrew, 16' o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B s ` SOFFIT STAPLE E...I DIAMOND PATTERN IDETAL FAGA BOARD cLES ASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 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 1 ?' 111111 NAIL FASCIA BOARD PAINTED S.S. FASCIACAP SOffIT j 1'q- CROWN STAPLE OPEN RAPIER FASCIA BOARD II B! 516't•N!A 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL f' CHANNEL--,--*' HANNEL SOFFITi MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 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 No. I Installation Detail Min. 3/8" head dia. nail with min. 1%11 engagement{for wood substrate) or min. 0.097" dia. T-nall or stub nail with m1n. 5/8" engagemenL(1or concrete ok block substrate). spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 \-" F" CHANNEL Woexi, Conc-to or- Block .W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1-PAINTED S.S. 1.3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.2 FL12194-R5 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 i UrK `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• i DIAMOND PATTERN D ETAI LECROWNSTAPLES USING A DIAMOND tea' KIVUHI suPtts i PATTERN FACIA BOARD If FASCIA CAP 16F-4 FACIA BOARD 1 3/4' X 1/4' CROWNJS.S. B' STAPLE ON CENTERT—'F' 1-3/4' TRIM NAIL PINSTALLEDCHANNELCANBE WITH THE PAINTED S.S. 4B' FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 FL12194-R5 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4' (ROW STAPLES SOFFIT & FASCIA USRIG A DIAMOND 16F-2 8, PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL FASM UP; REFER / \ TO SOFFIT i FASCIA F' CHANNEL--,-., HANNEL DETAIL I3ie') SOFFIT: MAX. 16' SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 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 System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN rwNEL }— 1-3/4' TRIM NAILJ PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN man• envm l FACIA BOARD DETAIL ir rs ASCIA CAP 3/4" X 1 /4' CROWN 1-3/4' TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 8 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 not 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 1 i' TRIM MAIL FASCIA BOARD PANTED SS. 1-4- CROWN FASCIA CAP STAPLES SOFFIT-, USING A DIAMOND PATTERN, REFER TO I'rt' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DEtAR. 1 t' TR01 NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA 24F-1 & DETAIL 204 CROWN STAPLE FASCIA [AP; REFER TO SOFFIT t FASCIA / \ OETAO. 1 C.• Nominal SV Ballen Anchored to SOFFIT; MAX, 24' I I F-CHANNEL Rafters r11hllA one Id Rmq $ban% moo at very Roller 1 MOOD SUBSipAI[ \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 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, 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 t' TRIM NAIL FASCIA BOARD PAIN S.S. 1-t' SMOOTH SHANK I FASEIA CAP ROOF NA0.5 SOFiIT 1'at' CROWN STAPLE 1 TRIM NA0. FASCIA BOARD PAINUO SS. SOFFIT L FASCIA 24F-2 & DETAIL 24F-5 1'rt• CROWN STAPLE FASCIA CAP; REFER t0 SOFFIT L FASCIA OETA0. HOW.. Y.r SYP Batlen Anthortd to SOFFIT; MAX. ta' F-CHANNEL Rallert with one Td Req Shank U&N at every RailerWOODSUBSTRATE ALC15001.2 FL12194-R5 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 TRIM NAIL FASCIA BOARD PAINTED S.S. IL6A i" T-NAILS FASCIA CAP SOFFIT 1'et' IROMN STAPLE 1 +' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 24F-6 1'et' IROMN STAPLE FASCIA CAP: REFER TO SOFFIT 11 FASCIA DETAIL Nominal I'a2' SYP Batten Antbored to SOFFIT. MAX. 24' FdNANNEL Rafters Qh one Id Ring Shank Nan of enry Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy 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 1 I- TRDI NAIL FASCIA BOARD PAINTED S.S. 1'4' CROWN STAPLES rASOA CAP USING A DIAMO11 SOFH1 PATTERN, REFER TO ANTILEVEREO I"Igl' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL ji FASCIA BOARD SOFFIT b FASCIA I f• TRIM MAIL PAINTED S.S. DETAIL 24J-1 & I'sI' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA OCTAL Nominal t• R 2• SYP belteneP--, 8 scabbed between rafter! and SOFFIT, MAX. 24' 3/8 1-1HANNEL secured wlIh one (1) 7d ring IthanknailstrelDht-nalled Through the faller Into the and WOOD SUBSTRATE - o1 the barren at two (2) 7d ring shank nab toe-nalled on either ape of the bottom at the ballentlelterintersectlon SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 12 of 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 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-ft2 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„i, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a° shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C f6r-Sotfitsin'Exo6sLuii'tB-" =-:' Design Wind Pfessbr6t Pdildipg Type Zone M 0Ro f Basic Mid. -S eed i5h),- M 120 140-"- 15 0 jl t66 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 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 28.1 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 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 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.2 FI-12194-R5 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 spe6ifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design,•Wind"Pressures-forSoffits in Ez otaure C'` - Bullding T eyp Zone : `y: Mean Roof.. - Hei 'ht ft r _ Basic Wiid S- 'ed; in fi `-' =_-57 i'• 120 130_ 140 150- '= = 160':= "' r 7 - 1, i 1 ;`- 1 90 2 00'" 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) 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 ALC15001.2 FL12194-115 Page 3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi •h Wlnd Presguieg'f& Soffits in -Ex osure.D`- Buildin Type. g.. r Zone'Roof. Mean r Hei hY ft Basic Wind:S' eed' m h -;, t- -7 130st: 140 ..;ti' f 1.50• 160'Y `''' M. 170 r art.- 180 r.- •.:.' 190_' ' 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 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 87.6Negative 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 49.3 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 56.1Positive 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 1 19.6 23.0 1 26.7 1 30.6 1 34.8 39.3 44.1 1 49.1 54.4 60 1 20.2 23.7 1 27.5 1 31.6 1 35.9 40.5 45.4 1 50.6 56.1 ALC15001.2 FL12194-R5 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/e' PROFILE ISOMETRIC VIEW 3/0' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18! BLANK: 3. / 6. PROFILE 00000 000 00000 oao oo oo 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 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. ECREEKTECHNICALSERVICES, LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" S/16" r 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" Veer, 3/8" o i:rnv 13.75" BLANK 3/8" PROFILE ODDD D 0 0 0 0 ODDD o, D D D O D DODD END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. Florida Building Code Online Page 1 of 3 IliBusiness • 0 t • • ME 11SC1S Mome Log In User Registration Mot Topks Submit Surcharge Stat & Facts Publications FSC Start SCiS Site Map Links Search br •a' Product Approval I USER: Public Userdb Protluct Aooroval Menu > Proouet or Aoolicatlon Search > Aoolaanun Ixt > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 LEI IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetz001 @tampabay.rr.com Bob Metz REMCO of Pinellas 4S6 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetz001 @tampabay. rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden V Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 41 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 06/28/2015 06/30/2015 07/06/2015 Summary of Products FL * Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR 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 Approved for use outside HVH2: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf Impact Resistant: N/A Design Pressure: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 It IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf 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 fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Design Pressure: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cap Shinole Installation Lnstructions.Ddf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf 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 for use in HVH2: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.pdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf FL7006 R9 II Roofino-Prod ucts-Leading-Edoe-Plus- Application - EN (I). od Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Parry: 7006. 4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http:// www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Nert Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The state of Flonda is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy statement :: Att01SIbllitV statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a•mall address released in response to a public -records request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. 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 chdt 00[L. Product Approval Accepts: M1 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 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 2014 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: PR[ 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. Signed: Signed: r Brad Grzyboldski Duc T.M u en Managing Director Florida RWgIt Bred Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 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-133-02-01 PR Construction Materials Technologies, LLC 6412 8adger Drive Tampa, FL 33610 Tel: 813.621.5777 fax: 813.621-5840 email• materialstesting@pdcmt com WebSite• httpJM ww.pricrnLcom 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 2014 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 t-1? t-1lY' t-y SEALING STRIP J — I rr1c 1!t I. NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PH Construction Matenals Technologies. LLC. 6412 Badger Drive Tampa, FL 33610 Tel- 813-621.5M Fax, 813-621-5840 e-mail: materialstesting@pdomt.00m WebSite: htlp:Nwww.pdcrnt.com 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 2014 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". 6W NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sic nails as shown. CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621.5M Fax• 813.621.5840 e-mail. matenalstes6ng@pricmt.com WebSite: ht01hmw.pdomt com 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 BE APPLIED PROPERLY. THEY ARE 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 POORAPPLICATION OR FAILURETO 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. TAM M PW Consndon Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel. 813-621.5777 Fax• 813.621.5840 e-mail: matenalstesang@pricmt.00m WebSite: httpA vw.pfiCmLoom 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 comer 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 corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 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. PN Construction Matenals Technologies, U.C. 6412 Badger Onve Tampa, FL 33610 Tel. 813.621.SM fax: 813.621.5840 e-mail: materialsteshng@pnanLoom Website. http:1Mww.pncmt.aom Florida Building Code Online Page 1 of 2 Businest Professional-9,6gulafflon BCIS Home I Log In User Registration Hot Topics Submlt Surcharge Stats & Facts ; Publications ( FSC Staff ( acts Site Map Unks Search l• odda rµProduct Approval eeaat•• r USER: Public User Product Approval Menu > Produa or Aooheahon search > Aoolicahon List > Application Detail FL # FL2346-RS Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/OS/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By 12 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 I Documentation from approved Evaluation or Validation Entity 7Yes ONo ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option B 02/13/2015 02/13/2015 02/19/2015 FL tt Model, Number or Name Description 2346.1 1S and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVH2: Yes Approved for use outside HVH2: Yes FL2346 R5 II Installationinstructions.odf Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 RS TR 1SA Test Reoort.odf Other: Primary roof covering should be Installed FL2346 R5 TR 30A Test Reoort.odf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 iSw and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVH2: No FL2346 RS II )nstallationinstructions.odf Approved for use outside HVH2: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Report.odf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Reoort.odf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Contact Us :: 2601 Blair Stone Read. Tallahassee fL 32399 Phone: aSO-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 on 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 455.275(1), Florida Statutes. effective October 1, 2012. licensees licensed under Chapter 45S; F.S. must provide the.Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.a'spx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (2D5) 553.1734 • FAX (205) 553.1755 193 LEROY ANDERSON ROAD • MONROE. CA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 x 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709.0323 • FAX (717) 709.=7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next -course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley. td4n`•suse rgpez water shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. COUNTY OF SEMINOLE IMPACT FEE STATEMENT 1u P 93 STATEMENT NUMBER: 17100007 BUILDING APPLICATION #: 17-10000731 BUILDING PERMIT NUMBER: 17-10000731 UNIT ADDRESS: LOON IN 3908 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: October 06, 2017 3 os- (J 17-20-31-502-0000-0930 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME.: PARK SQUARE ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3908 LOON LN / LOT 93 SFR WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITS--TYPE ROADS - ARTERIALS Single Family ROADS CO - WIDE -ORD Housing 705.00 1.000 dwl unit 705.00 COLLECTORSN/A FISingls mily Housing 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing CO - WIDE ORD 54. 00 1.000 dwl unit 54.00 Family PARKSHousing N/ A 5, 000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5, 759.00 STATEMENT RECEIVED 441 /E12C BY: SIGNATURE: PLEASE PRINT NAME) DATE: 1Z/ / NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND Q% C ENSURE TIMELYPAYMENTMAYRESULTIN.YOUR LIABILITY FOR THE FEE. *** 1'I^ 7 1 1 DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT 2IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOF OCCUPANCY OR OCCUPANCY. TR REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OFF THE COUNTY LAND DEVELOPMENT REQUESTED,OCODE. ODE. COPIESOF RULES GO FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PA YMENT 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 $'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. GRANT MALO'fr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT & COMPTROLLER SK 9017 Ps 1552 (1P9s) CLERK'S T 2017111082 RECORDED 11/02/2017 02:40:21 PM RECORDING FEES $10.00 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 7 — 3 0 s Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if v Ifable) Lot 9.7 Wyndham Preserve Plat Book 81 / Pages 93-102 390 LODN ZtheSanford, FL 32771 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 r 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: 1MOC3J 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: S. 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: S. 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 1, 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. Signature of Owner or Leases. or Ownees or Lessees Au"zed OIIIee 10redodPartner/Managen Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's TUlelOmee) State of d'd. County of The foregol Ins3rument was ac nowledged before me this day of / — y . 20 7 by '"'C . Who Is personally known to me Wdfi Name of persorpe rq statement who has produced Identification O of identification produced: C faprr:!r!, ARUNA BALA GOEL _ MY COMMISSION #FF154106 nattne EXPIRES December 14, 2018 40 99C41BI FloridalloteryService.com CERTIFIED COPY GRANT MAI.OY CLERK LX i he C,I tJ: f COt;R'f . At, , SIM'dOLE ^' vTY, LORWA BY D,cPi11Y CLERI( Date 2017' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 0- - Application No: A"r Mo-r mod i Documented Construction Value: $ l Historic District: Yes No Job Address: ''7yo —(? ResidentiaLa--Commercial Parcel ID: Addition Alteration Repair Demo Change of Use Move Type of Wor k: NevyX Description of Work: Title - Plan Review Contact Person: Fax: Email: Phone: Property Owner Information Phone: Name Resident of property? Street: Contractor Information Phone: Name Fax: Street: u State License No.: fl` %3 005 yu City, State Zip. Architect/ Engineer Information Phone: Name: Fax: Street: E- mail: City, St, Zip: Eronding Company: Coman - Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD PICE OA NOT CENOF COMMENCEMENT MUST CEMENT MAY RESULT IN YOUR IN BE PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. RECORDED AND POSTED ON THE JOB SITAN ATTORNEY BEFORETHE FIRST ORECORDONC YOUR NOTICE OF FINANCING, CONSULT WITH YOUR LENDER OR COMMENCEMENT. ion has Application is hereby made to obtain a permit to that the all moor willibetperformedl to meet standards of all laws regulating con. I certify that no work or str cti Doas ls commenced prior to the issuance of a permit and that allumbin si ns*wells, p , in this jurisdiction. I understand that a separate permit must be secured for electrical work, p — g+ g furnaces, boilLers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 be additional restrictions applicable to this property that may be and there may be additional -permits required from other governmental entities such as water _ Q CE: In addition to the requirements of this permit, there may undin the public records of this county, anagement districts, state agencies, or federal agencies. _ f the requi f permit is verification that 1 w rements of Florida Lien Law, VS 711 cceptance oill notify the owner of the p ro Pe ' oof the executed contract is required at the time the permit is issued, in TheCityofSanfordrequirespaymentofaplanreviewfeeatthetimeofpermitsubmittal. A copy chargeandwillbeconsideredtheestimatedconstructionvalueof the job at the time of submittal. inordertocalculateaplanreviewcalculatedchargesfiguredofftheexecutedcontractexceedtheactualconstructionvalue, TheactualconstructionvaluewillbefigudbasedonthecurrentICCValuation.Table in effect accordance with local ordinance. Should,ermit'is issued. creditwillbeappliedtoyourpermitfeeswhei the p pWrTER' S AFFIDAVIT: I certify that all of the foregoing information is accn n to and that all work will be done in compliance with all applicable laws regulating con structio n an g 1/. P . , t Date signature of owner/Agent - Print owner/Agent's Name gignatute of Notary -State of Florida Date owner/ Agent is Personally Known to Me or Produced ID . — Type of ID Printprin C •Agent's Name signatur" p,nf,-StatepUIlall t: O'Clair Date 0P^' Y i'__ to mmisslon GG152021 r Fxoires' October 15, b0110tu 1i11u nwuu •"" Contractor/Agent is Pe sonally Known to.lvl' Produced ID Type BELOW IS FOR OFFICE USE ONLY Eltrical Mechanical Plumbing0 Gas Roof Permits Required- Building Flood Zo4e: Occupancy Use: Construction Type*----------"., -# of Stories: Min. Occupancy Load• _ Total Sq Ft of Bldg: ' - - - plumbibg - # of Fixtures - - New Construction: Electric - # of Amps - D of Heads _ Fire Alarm Permit:' Yes []' No Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS - UTILITIES: FIRE: WASTEWATER: BUILDING: permit Application l Lhl._ Jr __ SIM PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRPSS: 5200 VINELAND RD crry: ORLANDO I SPATE: FL CONTRACT = AGREEMENT - PAGE 3 OF 4 JOB NAME: DATE: 6/21/2017 OOCUI tM: ELECTRICAL CONTRACT REVISED gm: LEVEL I — WITH CFL BULBS Ft1E - GAS/ELECTRIC MARKET: ORLANDO CITY: SANFORD SATE: FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTE&II PRICE BARCELONA 200A 2392 10-kW HEAT 240V, 60A 6,663.00 5-TON AC 240V, 50A CARNIVAL 200A 2402 10-kW HEAT 240V, 60A 6;667.00 5-TON AC 240V, 50A CYPRESS 200A 3449 10-kW HEAT 240V, 60A 8,477.00 5-TON AC 240V, 50A GLASTONBURY 200A 2798 10-kW HEAT 24OV, 60A 6,992.00 5-TON AC 240V, 50A MADRONA 200A 2091 8-VW HEAT 240V, SOA 5,740.00 4 TON AC 240V, 40A MARGATE II 200A 1966 8-kW HEAT 240V, SOA 5,455.00. 4-TORAC 24OV, 40A MELBOURNE 200A 2107 SAW HEAT 240% 50A 5,701.00 4-TON AC 240v, aoA MILAN 200A 1349 SAW HEAT 240V, 35A 4,279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10-kW HEAT 240V, 60A 6,281.00 5-TON AC 24OV, 50A PENNSACOLA 200A 2570 10-kW HEAT 240V, 60A 6,616.00 5-TON AC 240V, SOA CONTRACTOR/OWNER: n% " DATE: EDMONSON ELECTRIC: _ — DATE: l T.v:s wf•:YT:':fT..+::r3T-av=:4: 1^lS.:r yMl•.n?....l..w•..tJr...uT'v.,h...t.aS.._ a•.n•:i .sztryG-:.- A•+-.1=•A••.eC x.r'_'1..S.YM..t:ls affK .f_.T:funn.. •. nla: 1034 Skipper Road • Tampa, FL 3 13-Phone:(813)910-3403 Fax:(813)910-8546 • www.Edmonso Eiectric.com FLO(IIDA LICENSE 9 EC13005406 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: — ?j0 RE5&VtDocumented Construction Value: $ Job Add ress: 3G' 7 , W i.•#.A QiI L brie District: Yes Nofif Parcel iD: Residentia Commercial Type of Work: New)W Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Plan Review Contact Person: -awisaA Title: Phone: 407-323-7515 Fax: 407-3 3-8954 Emall: infb@api-orlando.com Property Owner Information Name T _ Phone: Street: Resident of property?: On City, State Zip: Advantage Plumbing, Inc. Name Street: PQ ox 1117 City, State Zip: San&4 FL 32772 Name: Street: city, st, Zip: Contractor Information Phone: 407-323-7515 Fax: State License No.: Architect/Engineer Inforrmatlon Phom Fax: Umt Bonding Company: Mortgage L Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFM MAY RESULT IN YOUR PAYING TWICE FOR DROVE ENTS 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 meat be secured for electrical work, plumbing, sips, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, eta FBC 10&3 Shall be Inscribed with the date of application and the code to eirect as of that date: 56 Edition (2014) Florida Building Code iteviseM lane 30. 2015 Permit A NOR1C.g: 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 requited from other governments! entities such as water management districts. state agencies, or Weral 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 execatad 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. J(7SgoaoueofOwnWAgentDeftS gaaure of CoamraetodAgeet Oate Print OanedAgent's Name Sigmaunc of NomrSt te of Florids Date Owner/Agent is _X Personally Known to Me or Produced ID Type of ID A M mq Smith tint our uor/Asm . sName sida '4001g*+9lfAnP out 1?6 Ir7 NOTARYPU9Uc STATE OF FLORIDA cerm,a GQ135M E,ltes errr o2 ConVactor/Agent is X Personally Known to Me or Produced ID Type of M 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 Consttntction: 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: COMMENTS: BUILDING: Revised: Jame 30.2015 Permit Apphostim Advantage Plumbing, Inc. Page No.1 Proposal a 1 Page(s) Submitted To: Phone: Date; 6-*17 Name: Park Square Homes Job Name: MargaWbrgate II; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 Ws hereby submit specifications and es#mates for. 2 Water Closets, Sterling, elongated. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, electric, 50 gallon, with stand. 1 Shower with vinyl pan; sloping by others. 1 Laundry box. 1 Ice maker box. 2 Hose Sibbs. 1 Olsposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen Chateau valves per spec. Option: Royal Bath Sterling 60" comer soaking tub in master bath with Moen Roman tub valve per spec andthermostaticmixingvalve: + $1120 Bid excludes faucets and sinks. We hereby propose to fumish labor and materials - complete in accordance with the above specifications, for the sum of: Three thousand six hundred frlty dollars $3,650.00 with payment to be made as follows: 30% upon completion of nwnh in: W/o uoon completion of tub set 40% upon completion of trim All material is guaranteed to be as specified. An work to be completed In a workmanlike manner according to standard practices. This proposal subject to acoeptanoe within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be node as outlined above. ACCEPTED: Signature Data PO BOX 1117 • SANFORD, FL 32772 • P (407) 323-7515 • F (407) 323-M ADVANTAGEPLUMBING@CFL.RR.COM MUNIVERSAL UES Project No: 0110.1700817.0000 No:080-1 ENGINEERING SCIENCES" WReport Da e: s 28/2017 Consultants In: Geotechnical Engineering • Environmental Sciences 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 In - Place Density Test Report Client: 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Prese ouse Lot Testing Area Tested: Lot 9==I Material: NativReference Datum: UES Technician: Herminio Ortiz Date Tested: 12/28/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture loll Field Dry Density per Field Moisture Soil Compaction 1%) Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 109.5 9.9 103 N/A Pas: 2 East Footing 1-2 ft 106.8 10.6 110.0 11.6 103 N/A Pas: 3 South Footing 1-2 ft 106.8 10.6 108.3 10.7 101 N/A Pas: 4 Northeast Comer of Pad (TOF) 1-2 ft 106.8 10.6 104.6 13.6 98 N/A Pas: 5 Southwest Comer of Pad (TOF) 2-3 It 106.8 10.6 107.2 13.4 100 N/A Pas: Remarks: ( TOF) = Top Of Fill. Tn nelnAl:•.h n M 1lni.• 11. nl:nM'. Mn DuAl:n —4 n••ronh— nU 'nnnAn — — A. W-4 .in '.nnF'Innl:ol —'A• ni nu' nl:nMa. —04 e..1An'relinn 107 - 3o5g DESCRIPTION AS FURNISHED: Lot 93, 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.- Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America UNNAMED PLATTED ". PALMER'S SUBOMSION S 00.16'57" E 62. 00' IV SUMA MT. 38. 41' LOT 93 38.41' 11. 00' O o LOT 94 C6 CO 1 1 I.OQ' FORMBOARD FOUNDATION TOF- TOP OF FORM FORM AVERAGE 25.51' 11. 00' co co " LO C') Lt7j LOT 92 w Q0 c 11. 00' I 1 30.33' 2520' 2120' I I - - - - 10' UTIL ESMT. t 327. 00' PC — ^ S 00' 16' 57" E 62. 00' SErBACXS AS FURNISHED FRONT - 25'(•) REAR 20, SIDE - 5' (40' LOT) 10' ( 75' LOT))LOON LANE (50' PRIVATE RIW) SIDE STREET - 25' (60' & 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REOUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA GLLCUTAifONS INSUCCESSIONAT20' AND A WKWUM OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,974 t SOUARE FEET PROPOSED - FINSHED SPOT GRADE arEATIONS FLArWORK ON/OFF LOT - TOTAL 2 SQUARE FEET FLAIIYORX ' PER ORAINACf PLANS ORIVE 403/ 114- 517 S SQUARE FEET FOUNDATION/PAD 2.359 t SQUARE FEET V' 1- - PROPOSED ORAINACE FLOW WALKS 28/ 310- 330 t SQUARE FEET REAR PATIO 104 f SQUARE FEET LOT CRADWC rrPE A N00 j SOp 4,977 25B . 3.235 2 SQUARE FfET FRONT PORCH DECK 93 t SOUARE FEET POOL DECK 0 f SQUARE FEET PROPOSED F.F PER PLANS - 25 5' vare FRaNr SIDEWALK AND SIRRT LAGTION rARE7/ FROM PUANJ FRONDED Rr umn • AOr FIELD voealm CRUSE' NMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS 5400 E. COLONIAL OR. ORLANDO. FL 32807 (407)-277-32J2 FAX (407)-658-1436 P . PLO PAL - PA'1R aN Lat Pfta PCim I. P. : Pw TOG Z 11119M O9VARML PC.L • POWC04vAO OtvI14t t, rw 4MOOttam om mom cawr nMr on 94U[V how rw SWCAR 8 o1 Pwcm K FORM II 11t nAwA 40M0 w iLwoosMA• 4ASrFL P10I0901V. SLOW0Q NO 4NPN10 M O."IM $A FlGMA A0191YIMIAt CM PWMAW M SMON 472ar7, naRM SC NC A LL . K O •nU 4M NA • wl.maa IIR ..[ tWtaB Vf. :Mpew 2. M4m " Am R M hR AM S ` 00O NO OPAM4 RAtm SFf. 1/4S SYAf1' I/Pl 4R L 00 /K Nor v W J. MntARMFIOLI1111[ I/OIIIMI1tN M161® 10 IIQ lI9Yf10R. /IiOR 1MT K OIIOr 4aRa0001Q 04 .roanQR64MaaMLG • SML1aAl0 Ot . PO• R ? 0a4414S.011 IRM - .S10UIOR 4[/OIOLT waorr OR 420 11 of pS010i19norM[R iN3 PIOOrf/. w W / 41001ORMM APAW40dAn NAS KW 44C.vm WAM M4RINSt 9Q•4 IP. • fIN1R4] 4lmR [L[V 11R1 a& N9 : 14Lalt. 54L • SYM1070 irUOI Wt A DO WftV O PROR D9 SAS WOW Of DOW CMIM N AID 91 0 Raf 4E ROO I NN 01 OOt11 OROV. 41M FO V . RIGr•Orw. 7 41l • 100PLroC Mr. . CASO[Nr a . 4tlt fM C 4 a2emm B Rem M of tawm Cr 44Rr0YvAm Now" 90M0 wr w MD rO P12)WMcr roMO1M IMES 7. 9CM 44% ARC &M ASPAM W W 00 ON fW LW SMOW Al &M MAM MAI aSN1L . Wl w Vra. . vrA7rr OVL •_ b-IN La- MCC A OLYUVA r 9004 AAE &M aN 900NN. COMM W"" 0111M Or 1020. UAW "GrAw Nwm 4. CCRI/rGR LV AU11019UgON Na 48N. Cn v0°°.ocl ilmc MUE -I* . !0'-•, ORARN fr. ••• PC rotor S CNP • RA I., . POGO V r.NmLr came O or Dr/C ORDER No XK. • 4cwrona eNt PLOT PLAN10-10-17 027-17 FORM9LD FOUNQUROH/EIdY4. 12-t4-17 01U SEA7-17Ca 4tAm4 NOR7H N TOM $ ELS 4714 MIS &A1OP@\PA0PERrr DOES NOT UC Wrnm Me ESlAf amw too Mw FWW PLANE M PLR 'FIRM• UM.LS 1 4801 2&lr 1. IMP/ 12107CO090 r (09-20-07) DESCRIPTION AS FURNISHED: Lot 219, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Pork Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 228 N 89.43'03" E 77.50' 25.00' 25.80' I LOT 219 M M1M1 q0E 1 g I 7.80' 2.7' ^ ;114.7' . 29.70' y r2.7 I I W I W 00, Q 0 FORMBOARD FOUNDATION I CO k' TO C TOF- TOP OF FORM c FORM AVERAGE-27.4J' O wOLOT220 "" I I y rn to I 3.3' Iry t all f0]' 120. 29. 7080' 0'7.r W IE PLANS 4..?• IM-MEISURED CC 29.20' 125.20' 23.20 LLL — — — — _ _ _ — 10' UTIL I ESL? . t B.B.) N 89'43'03" E 52.50' SETBACKS AS FURNISHED D=90'00'00" FRONT 25'(•) REAR - 20' SIDE - 5' (40' LOT) ye,O7.5' (60' LOT) R=25.00' LOON LANE' / M1? 4L=39.27' 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) C=35.38' 50' PRIVATER/W CB=S 44 43'03" W 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN INAT 0. AND A MINIMUMSN PLOT PLAN AREA CALCULATIONS OF) SUCCESSION ATUCCESSION PROPOSED - FISHED SPOT CR40E ELEVATIONS TOTAL LOT AREA 8,778 t SOLURE FEET PER ORAINACE PLANS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET fLATW778ORK PROPOSED DRAINAGE FLOW DRIVE 40J/ 110- 513 t SQUARE FEET WALKS 42/ 1.040 1,OB2 t SQUARE FEET 2:9ATION/PAD Z298 t SQUARE FEET LOT CRADINC TYPE A 000 S00 5,851/ 1,138- 6.989 t SQUARE FEET REAR PATIO 85 t SQUARE FEET FRONT PORCH DECK 91 t SQUARE FEET PROPOSED F.F. PER PLANS - 27 4' M IE' FRONT DECK N 0 SQUARE FEETSVEWAU( AND STREET LOCAMN TAKEN FROM PLANS PROVIDED or LY/DPr • mrPOOL CRUSENILIDYE/R-SCOTT & ASSOC., INC• - LAND SURVEYORS Lcr.m . LTZM . i ao n Pon a„ye raG1 f. COLONIAL OR. ORLAN00, F1. 32807 (407)-277-J2J2 FAX (407)-658-14J6 1r . rpC TAG . POR 07 AMOTO aAlvIYQto 1 la0 fL . POOR ? PCVKM tlrN LMCON . cMOOR MISOfNT Ma • A•DIL Y. Tam 1. TK /IDOlYGlD Oi0i0 Ia'latr QRIIr IIIV 0e SNR1lr SIQIS n! S7AIOIIOS Or PaO.'llcs to FOON r /I0: rtpOM IDNIO OFLV. 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W Tamer SCALE —I'. 20' — ORAa71 lM rIa CO"IFIED Sr. olle arDpe Ia L • ac LOISIN PLOT PLAN 09-01-2017 1772-17 _-- coi 4 •GOP t•IING NORM FM00WD FUUNM110WEIEVS 12-07-17 3S77_17 rMs BIMOW@\PROPEMr OM Nor LIE wnw ME OTAKBNED 1W MO FLOW PLANE AS PER 'FIRM' TOM X. MWOU&M, R.L.S. F 4714 ZONE .1. MW 0 121170WW F r00-7Me71 JAWS W SCOTt R.LS 41 4801 UNIVERSAL,303 UES Project No: 0110.1700817.0000 Workorder No: 9345846-1 ENGINEERING SCIENCES p(9tiL Report Date: 12/14/2017 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspecti919 !/) ^ Building Inspection • Plan Review • Building Code Administration ' / [ 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes UES Technician: Albert Jacome 5200 Vineland Road, Suite 200 Orlando, FL 32811 Agate Tested: 12/14/2017 Project: Wyndham Preserve, House Lot Testing tLra East Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: reidentia`house pad Lot # 219 Material: Native Refe4ke a Oatum: 0=,B9ttom of Foundation Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density Pcf) ptimum Moisture 1 Field Dry Density Pcf) Field Moisture 1%) Soil Compaction Native Depth inch) Pass or Fail 1 Footing north of pad 0-1 ft 106.8 10.6 102.6 7.5 96 N/A Pas: 2 Footing west of pad 1-2 ft 106.8 10.6 103.5 6.9 97 N/A Pas: 3 Footing east of pad 1-2 ft 106.8 10.6 102.9 8.0 96 N/A Pas: 4 Southeast comer of pad 1-2 ft 106.8 10.6 104.2 7.7 98 N/A Pas: 5 Northwest comer of pad 2-3 ft 106.8 10.6 105.0 10.3 98 N/A Pas: Remarks: 3033 loon ave Tn nnlnhl:nh n —.41 {n I In:.-11 . nl nnla. {hn O•.hl:n n 4 n..rnnh•nn .11 nn•.nAa. n w..h.n:Nn•1 n _.A;Ann{:w/ nf n. wllnnh. n 4 a..{hnri.n{inn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 13 O S V Documented Construction Value: S 4577 Job Address: 3908 Loon Lane Lot 93 Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work and ventilation Plan Review Contact Person: Adlyn Rodriguez 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: Winter Park, FL 32792 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. 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 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 of that date: 5111 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the fore omg information is accurate and that all work will be done in compliance with all applicable laws regulati g fAistructipn and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Kevin Stine Print Contractor/Agent's Name Signature 1/18/2018 Date KELLY WEBSTER Notary Public - State of Florida Commiseloa N FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments Permit # 17-3058 R1AR 15 2018 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 2/19/18 Project address: 3908 Loon Lane (Wyndham Preserve lot 93) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison&n, arksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water 0- Planning Engineering Fire Prevention 0 Building General description of revision: Corrected Plumbing Riser ROUTING INFORMATION Approvals 5 P/;,t Ic syI' 2 ar Amrs wK/041rtJ&.s0AAt" 1p2m,->&6e IA -Grp L. I uB 0 h L kit, 3u 2 :Sig 24 S o_ C N CpN ,f1 D G 3 Z) WooM 1,c V.!1tiit'•