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2443 Waxwing Way
i CITY OF SANFORD CEIVE BUILDING & FIRE PREVENTION PERMIT APPLICATION D 17ELrS Application No: 1-1- 0y o44 Documented Construction Value: $ :9 t g y RJR, Job Address: 2443 Waxwing Way, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1620 ( Wyndham Preserve lot 162) Residential X Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move 5 Description of Work: Construction of new single family residence l Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Email: mparkisonna parksquarehomes.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 Architect/Engineer Information Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: p 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 V J 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 r Revised June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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. 21L L ,7 Signature of Owner/Agent Date I / Vishaal Gupta Print Owner/A ent' ame Srgnatur of Notary -State of Flonda Date MICHELLE PARKISON My COMMISSION # FF 063452 EXPIRES - or 30, 2017 Bondod T olnr_y Publla Undorwrllon Owner/Agent is- L,,- Tersunally e or Produced ID Type of ID Signature of Contractor Age Date Vishaal Gupta Print Contractor/Age s Name Srgnatur of Notary -State of Flo a Dat E4-_MEXPIRES: MICHELLE PARKISON COMMISSION # FF 063452 October 30, 2017 ahry PuhJc Undnrwrllnrs Contractor/Agent Is erson — e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building RI Electrical [K Mechanical [o" Plumbing[ Gas[] Roof Construction Type:y ep Occupancy Use: Flood Zone: X A-t SAC-KR, Total Sq Ft of Bldg: 1 q.l < Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps 1_!4 Plumbing - # of Fixtures ( r Fire Sprinkler Permit: Yes No [M # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: (0 I UTILITIES: WASTE WATER: X I I COMMENTS: ENGINEERING: WtTG FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 6B. B % i'mp. 13yq (n 1c,,1 - G, G L BUILDING: 6r 11-0-11 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. 21L L ,7 Signature of Owner/Agent Date I / Vishaal Gupta Print Owner/A ent' ame Srgnatur of Notary -State of Flonda Date MICHELLE PARKISON My COMMISSION # FF 063452 EXPIRES - or 30, 2017 Bondod T olnr_y Publla Undorwrllon Owner/Agent is- L,,- Tersunally e or Produced ID Type of ID Signature of Contractor Age Date Vishaal Gupta Print Contractor/Age s Name Srgnatur of Notary -State of Flo a Dat E4-_MEXPIRES: MICHELLE PARKISON COMMISSION # FF 063452 October 30, 2017 ahry PuhJc Undnrwrllnrs Contractor/Agent Is erson — e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building RI Electrical [K Mechanical [o" Plumbing[ Gas[] Roof Construction Type:y ep Occupancy Use: Flood Zone: X A-t SAC-KR, Total Sq Ft of Bldg: 1 q.l < Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps 1_!4 Plumbing - # of Fixtures ( r Fire Sprinkler Permit: Yes No [M # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: (0 I UTILITIES: WASTE WATER: X I I COMMENTS: ENGINEERING: WtTG FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 6B. B % i'mp. 13yq (n 1c,,1 - G, G L BUILDING: 6r 11-0-11 Revised June 30, 2015 Permit Application PI1-18i1%1-N 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: 328,11 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 2443 waxwing way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1620 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007,FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE.ONLY Flood Zone: X Base Flood Elevation: N/A Datum: 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 1 A,portion of the parcel is in the: floodplain floodway The parcel is not in the: W 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# 17-2886 Reviewed by: Michael Cash, CFM Date: October 9, 2017 At Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & R;D9 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning 8r 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 Knew whaes below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Cell before you dig Project Location/Address: 2. Proposed Activity: X Driveway 3 nr frA Valkway ' Other Schedule of Work: Start Date Completion Date Brief Description of Work: Construction of new driveway for new single family residence El Emergency Repairs This application is submitted by: Property Owner / JJ % 12Signature: Print Name: ViShaal Gupta Address: 5200 Vineland Rd A 4Orlando, FL 32811 Phone: (407) 529-3135 X: Email. mparkison@parksquarehomes com Date: 09 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way I have readpnd under§tand thq above, statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by Special Permit Conditions: Date / g /z> shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date. Official Use Only Fee: Date: Date: Date Date: 10" CL_-t-otI Date November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: David Mercer 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): II The specific permit and application for work located at: 3 Expiration Date for This Limited Power of ) License Holder Name: Vishaal Gupta State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange CRC1330351 Address) 12/31/17 The f going instrument was acknowledged before me thi day of , 20d , by Vishaal Gupta who is Xpers nally known to me or who has produced as identification and who did (did not) take math. Notary Seal) Sig ature Print or type name MICHELLEPARKISONg MY COMMISSION # FF 063452 Notary Public - State of EXPIRES: October30, 2017 Commission No. c-rc OCo'lFj Bondod Thru Nolary Publlc UndoWtore My Commission Expires: 10.3o •G U/-7 Rev.08.12) REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED 21M- Permit # (,-j - j ' Address: BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 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 Z y-A3 W AX w %--1C w*{ 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 IP, LUMBINMP,ERMIT 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 NTH "w STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 Congratulations! 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 serve 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'strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! 850) 487-139.5- STATE OF FLORIDA, , 1-aDEPARTMENT OF BUSINESSAND PROFESSIONAL REGULATION---" r CRC1330351(1ISSUED:;,' 07/28/2016SO CERTIFIED RESIDENTIALCONTRACTOR . '.. GUPTA- VISHAAL 8: PARK SQUARE HOMES., IS CERT,IFIED_under•the•provisions of Ch.489-FS:"'"""^•- Expiral.andalef.. AUG.31, 2018 I,—L1607280002100 DETACH HERE RICK SCOTT, GOVERNOR _ KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION" r CONSTRUCTION-INDUSTRY' LICENSING, BOARD,, I The RESIDENTIAL: CONTRACTOR Named below IS, CERTIFIED-- :,':.. h•,-Urider the provisions of 1:.-Expiration` date:- AUG.;3;1, 2018`-` N UP„.TA; VISHAAL S PARK'SQQARE„HOMES 5200_VINELAND=ROP; D=" SUITE 200• . % ORCANDO-' 7 .:-FL 32811 `" r..,., '•,;^ ...,. '•,.,. `k `'a, a `'' •s t'`,k, k"4 }hod w'E ti, ° ' ,,. , " ~ ' ", „ --,, •, 1 k\ rCRC1330351• t--- .. i i_ .. _,- ,^. "'"^w `,;_ `'` ISSUED: 07/2812016 DISPLAY AS REQUIRED BY LAW SEQ # L1607280002100 ACb o® CERTIFICATE OF LIABILITY INSURANCEll.. DATE(MM/DDNYYY) r 6/l/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Brown 6 Brown of Florida, Inc. 2290 Lucien Way Suite 400 Maitland FL 32751 NANTACTME Julie Kwack PHONE r (407) 660-8282 AIC o. (407)660-2012 F-MAILADDRESS:Jkwack@bborlando.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A.Vnited Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32811 INSURERB:Travelers Casualty Co. 41769 INSURER cAmeri sure Mutual Insurance Co 23396 INSURER D•Navi ators Specialty Insurance INSURER E: INSURER F: Rr1VFRAfSFC r-FRTIFIr-ATF NI IMRFR-CL1753111504 RFVISION NIIMRFR- 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. INSRLTR TYPE OF INSURANCEADDLSUBR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMI D LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS -MADE OCCUR N PREMISES 300,000A MED EXP (Any one person) ExcludedA.'W=710410 6/1/2017 6/1/2018 PERSONAL& ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 POLICY D JET LOC PRODUCTS - COMP/OP AGG 2,000,000 BI / PO adnlor Personal E AdOTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accitlent 1,000,000 BODILY INJURY (Per person) x ANY AUTO B ALL OWNED SCHEDULED AUTOS AUTOS BA-8B637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per acadent) PROPERTY DAMAGE Per acadent SNON -OWNED HIRED AUTOS AUTOS PIP -Basic S 10,000 UMBRELLA UAB HOCCUR EACH OCCURRENCE S 5,000,000 AGGREGATE 5,000,000AxEXCESSLIABCLAIMS -MADE BTN1743932 DED I x I RETENTIONS 0 S6/1/2017 6/1/2018 WORKERS COMPENSATION x I PER OTH- STATUTE ERANDEMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT 1,000,000 OFFICERIMEMBER EXCLUDED? N N/A E L DISEASE - EA EMPLOYEE 1,000,000CMandatoryInNH) WC2105269 6/1/2017 6/1/2018 If yes, describe under DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT S 1,000,000 A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 41A xs of $5M Aggregate $4,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 1D1, Additional Remarks Schedule, maybe attached If more apace Is required) Exess Liability - $5M XS of $9M Carrier: Navigators Specialty Insurance Company Policy 8: IS17EXC810641IC Effective: 6/l/2017 to 6/l/2018 Limits: Each Occurence or Event - $5,000,000 CERTIFICATE HOLDER CANCELLATION City of Sanford P.O. Box 1788 Sanford, FL 32772-1788 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA ,--- L/l' 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2094/U1) The ACORD riame grid logo are registered marks of ACORD INS025 (2m4n) Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named Insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As i - OFAPP,INF (02/2007) _. ..._. __ COPYRIGHT 2007, AMS SERVICES INC 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/l/2017 to 6/l/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 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 IlIII11 Ilil! IIIII Ilili IIII! illll IIII IIII GRANT IhaL 'f• 5EI";INOLI E C.OUrJ Ci-ERK OF t.1Rt:U1T COURT c. COMPTROLLEF' 2•K S951; 144 •147F'3 (/rf'35i C.LERK'S V 2017073301 FE,:ORCE0 03/U'I2U17 !:40 :5 AM DEED Dtlt TAX i25/11E.tI1:1 RECOnL:NG FEES rtORGED 2•Y hdevore jSPACE ABOVE THIS LINE FOR RECORDING DAT 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,,,whosejpost,.offi_ ce.address.is,27;North_Summerlin,Avenue, Orlando,,FL_32801,.,, ,a:,,..,,,,,_-__ 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/Pagel44 CFN#2017078301 Page 1 of 4 http://officialrecordsbv.seminoleclerk.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: Cde es Print Name: 12, Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By The foregoing instrument was acknowledged before me this 2 7 ""'day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL' C, a Florida limited liability company, on behalf of said entity. He is personally known to me or has-p;odviced MY COMNMION i FFM/6S B94REL MNY IS,202D Notary Public, tate of on a Seal) Book8965/Pagel45. CFN#20.17078301 Page 2 of 4 http://officialrecordsbv.seminoleclerk.oral rowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Leval Description Lots 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.seminoleclerk.org/BrowserView/ 8/24/2017 I Page 1 of 1 4. 5. Exhibit "B" Permitted Exceptions Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. i 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. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability r,-, _-_--,- company and Brisson Investments LLC; a Florida limited liability company, October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 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/BrowserView/ 8/24/2017 DESCRIPTION AS FURNISHED: Lot 162 , WYNDHAM PRESERVE, as recorded in Plat Book S7, Page( 93 through 102 of the Public Records of Seminole County, Florida. L PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, 'Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America T Lot 174 I Lot 173 I Lot 172 1 I S 89°40'51 " W 40.00' L 20.00' 20.00' 20.00' 3.0l 1 AC' x4. 0' E3- 7 15.00' 16. 0 r; LANAI 1 1 1 16. 0' S 5 5. Do, 1 Q QO 162 Lot161e Lot 163 o o~ h PROPOSED RESIDENCE 1 c 1349-MILAN-C Io 2 CAR GARAGE LEFT `r N I COV'D. ENT1-_ 6. 7' 5. 00' o N j o 10.7' 5. 00' 19 3' DRIVE 25. 00' 25.00' H M 10' UTIL. ESMT. P. C. a S 89040'51 " W 5' CONC WALK 1196.00' 2 40.00' CURB SETBACKS AS FURNISHED FRONT 25'(') ' XAXTYINC TA Y REAR - 20" SIDE - 5' (40' LOT) 50' PRIVATE ROAD) 7. 5' (60' LOT) 10' ( 75' LOT) SIDE STREET = 25' (60' do 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN. PLOT PLAN ONLY 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 4001 232 = 632 f SQUARE FEET FOUNDATION/PAD 1740 t SQUARE FEET PROPOSED DRAINAGE FLOW . 1 WALKS 401 200 = 240 t SQUARE FEET REAR PATIO 103 t SQUARE FEET LOT GRADING TYPE A + lQ 0 PROPOSEDF. F. PER PLANS SOD 20451 131 = '2176 t SQUARE FEET FRONT PORCH DECK 72 t SQUARE FEET POOL DECK N/A t SQUARE FEET 30.1' Q NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED.• CRUSEjVJfEYER—SICOTT & ASSOC, INC• — LAND SURVEYORS 4 LEGEND - M LEGEND - 1 P PLAT P1>L POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32aO7 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. TYPICAL NOTES: IP IRON PIPE PR.C. • POINT OF REVERSE CURVATURE I.POINT OF COMPOUND CURVATURE R. IRONRODRADITHE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF RADIAL CONCRETE MONUMENTPAD. PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET SET I.R. . I/2' I.R. •/Alt 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL BUSED SEAT. THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P. FITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS POB. POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O. C. POINT OF COMMENCEMENT FAXPERMANENT REFERENCE MONUMENT FF CENTERLINE FF. FINISHED BOOR ELEVATION 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NaD NAIL B DISK N • BUILDINGSETBACK LINE 5. THIS SURVEY IS PREPARED TVR THE SOLE BENEFIT OF THOSE CERTIn TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R/W - RIGHT-OF-WAY BM BENCHMARK E. DIMENSIONS SHOWN FOR THE LOGTIO.Y OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.B. •BASE !FARING 7. BEARINGS, ARE' ASSUMED DATUM AND ON THE UNE SHOWN AS WE BEARING (B B.) DRAIN. DRAINAGE UTIL. UTILITY BASED ELEVATIONS, IF SHOWN.'ARE BASED.ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLFC. CHAIN LINK FENCE 9. CER77FICAIC OF AUTHORIZATION Na 4590. WD.FC. WOOD FENCE C/B CONCRETE BLOCK PC. POINT OF CURVATURE a`• Y,1/ SCALE 1- 1 - 20 --+ DRAWN BY., MLT P.T. POINT OF TANGENCY DESCRIPTION CERTIFlED B':' ORDER No. RESC L ARC LENGTH RADIUS` PLOT PLAN 09-08-2017 3850-17 D • DELTA C CHORD L 1 C. 1, CHORD BEARING NORTH THIS BUILDING\ PROPERTY DOES NOT UE WITHIN AZ — --- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' OM ORUSENM ER, R.LI.S: / 4714 W. SCO R.L.S If 4801 ZONE X" MAP / 12117CO090 F (09-2B-07) 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 162 Milan C LHG - N Builder Name: One Stop Cooling and Heating vILD/,y Street: 2443 Waxwing Way Permit Office: Seminol I1 G' jCity, State, Zip: Sanford , FL , Permit Number: _ o S ANFORDOwner: Park Square Homes Jurisdiction: 9 5 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) p Cp 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 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 (1349.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1349.00 ft2 6. Conditioned floor area above grade (ft2) 1349 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 1 11. Ducts R ft2 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 269.8 a. U-Factor: Dbl, U=0.55 105.00 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 14.00 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: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1349.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 44.62 PASSTotalBaselineLoads: 47.08 1 hereby certify that the plans and specifications covered by Review of the plans and iAE S7.43, this calculation are in compliance with the Florida Energy specifications covered by this Code.D9,, Y„9 ed,,ie, calculation indicates compliance FOB Rafael Izquierdo Uq.1e,a. with the Florida Energy Code. Dale 20170919142E SE -04'00' PREPARED BY: ' Before construction is completed DATE: this building will be inspected for compliance with Section 553. 908 I hereby certify that this binding, a designed, is in co liance Florida Statutes. with the Florida Energy ode. OWNER/AGENT: BUILDING OFFICIAL: DATE: 11,02 DATE: Compliance requi certificateair handler unit manufacturer that the air handler enclosure qualifies as certified factory-seale in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On 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. 9/19/2017 2: 27 PM EnergyGauge® 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 162 Milan C LHG - N User Park Square Homes 1 One Stop Cooling and Heatin Seminole 91 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1349 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 162 Block/SubDivision: WP PlatBook: Street: 2443 Waxwing Way County: Seminole City, State, Zip: Sanford , FL , CLIMATE 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, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1349 12545.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1349 12545.7 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 143 ft 0 1349 f12 0.29 0 0.71 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Barrel tile 1509 ftz 0 ftz Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1349 f12 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 9/19/2017 2:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.8 0 2 W Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 E Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 Garage Frame - Wood Main 11 32 0 9 4 298.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 0.25 6.0 ft2 4 ft 8 in 5 ft 8 in Drapes/blinds None 2 W 2 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 W 2 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 4 s 3 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 6 E 4 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 E 4 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 391 ft2 391 ft2 48 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1463.7 80.35 151.12 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 27.8 kBtu/hr 1 sys#1 9/19/2017 2:27 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 ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 269.8 ft Main 67.45 ft Prop. Leak Free Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Mar Feb Mar A r APr I Ma [] Jun JUI May l J Jun Jul Auge Aug SeP l Oct Oct Nov Nov Dec X] Dec Ventin Jan Feb Mar A r May [ l Jun [ Jul lAu 11 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 9/ 19/2017 2:27 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 Performance and Prescriptive Methods I ADDRESS: 2443 Waxwing Way Permit Number: ISanford , 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 venfy 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. 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. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/19/2017 2:27 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 31/2 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 600C). 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. O 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: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 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. O 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 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, 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. 9/19/2017 2:27 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 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. 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 40°F. 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. 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. 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 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. 9/19/2017 2:27 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2443 Waxwjng Way, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1349.00 ft2 1349 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 105.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 269.8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 14.00 ft2 a. Central Unit 28.6 SEER:16.00 ft2 3.335 ft. 0.233 Insulation Area R=0.0 1349.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code pli nt eatures. Builder Signature: ate: Address of New Home:: City/FL Zip: o(5-17- 3;I- kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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. 9/19/2017 2:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project SJob: Lot 162 Milan C LHG - N ecSummary + wrightsoftL ryDate: 05/19/2017 Entire House By: LF/Rl One Stop Cooling and Heating I 7225 Sardscove Court, W irter Par1S FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOnestopCoolirg.com Licarse CAC032444 For: Park Square Homes 2443 Waxwing Way, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16208 Btuh Structure 13992 Btuh Ducts 1598 Btuh Ducts 3312 Btuh Central vent ( 0 cfm) I 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17806 Btuh Use manufacturers data n Rate/swing multiplier Equipment load 0.97 16854 Btuh Infiltration sensibleMethodI Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2389 Btuh Ducts 681 Btuh j Central vent (0 cfm) 0 Btuh I Heating Coolingg none) Area (ft2) f 1350 1350 Equipment latent load 3070 Btuh Volume (ft3) 12557 12557 Air changes/ bour 0.45 0.23 Equipment Total Load (Sen+Lat) 19924 Btuh Equiv. AVF ( cfm) I 94 48 Req. total capacity at 0.75 SHR 1.9 ton i Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR6030H1 AHRI ref 7562380 Coil TEM6A0630H21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 21450 Btuh Heating output 27800 Btuh C) 470F Latent cooling 7150 Btuh Temperature rise 0 OF Total cooling 28600 Btuh Actual air flow 0 cfm Actual air flow 953 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 30 OF Soldltatic values have been manually overrfdden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htsoft` I 2017-Sep-19 1422 00 9 Right- SUteG)Unversal 20l7 17 023 RSU16202 Page 1 p\Calc and EPL Temp\Lot 162 Milan C LHG - N np Calc = M Frort Door faces N wrightsoft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardsceve Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 WebwwwOneStopCooling.com License CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Eposed wall Room height Room dimensions Room area Entire House 143 O ft 93 It d 1350. 3 ft2 NEED 365 ft 93 ft heat/owl 16. 0 x 13.0 ft 208 0 ftz Ty Construction number U- value Stum- 9 Or HTM f3Wh Area ( fF) or perimeter (ft) Load Btuh) Area 011) or perimeter (ft) Load 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 13A- 4ocs 485- 21m 11 D0 i 3A-flocs 4A5- 20m 4B5- 2fm ,_ 13A- 4o(s — 4A5- 2om 4A5- 2omd 13A- 4ocs 4A5- 2om 4135- 21m 12C- 0sw 11D0 1613- 30ad 22A- tpm 0, 143 0. 540 0. 390 0. 143 0. 550 0. 540 0. 143 0. 550 0. 580 0. 143 0. 550 0. 540 0. 091 0. 390 n n n e a e_ s 5 s_ w w w n 3. 73 14. 09 10. 18 373 14. 35 1409 3. 73 14. 35 15. 14 373 14. 35 14. 09 238 10. 18 0. 84 3080 2. 90 1367 1227 2. 90 27. 44 29. 62 2. 90 13. 61 15. 90 2. 90 27. 44 29. 62 1. 51 1227 1. 76 0. 00 102 6 72 0 24 380 0 0 185 25 64 486 0 0 276 21 1350 143 270 85 244 1418 431 56 690 431 969 1813 646 56 656 P _ 217 1128 4404 209'-' r'-0 82 294 1100 823 118 536 408 1018 1407 1235 118 416 262 0 0 0- 0 0 0 0 0 0 0 D yy11 G 24 414 30 4 279 30 64 535 45 4 298 21 1350 1350 121 0 0 149 30 121 0 0 119 25 451 0 0 443 431 0 0 350 0 0 344 408 0 202 0 0 0 0 366 0 I— G V 0 70 0 0 O 70 0 0 0 0 260 0 0 0 0 iI P" D 0 0 C 0 032 1. 180 2374 0 208 208 208 37 174 1124 6 c) AED excursion 0 89 Ernelope loss/gain 13514 10401 2883 1581 12 a) Infiltration b) Room ventilation 2694 0 971 0 688 0 248 0 13 Internal gains: Occupants @ 230 Appliances/ other 4 920 1700 2 460 0 Subtotal ( lines 6to 13) 16208 13992 3571 2288 14 15 Less external load Less transfer Redistribution Subtotal Ductloads 10% 24 % 0 0 0 16208 1598 0 0 0 13992 3312 100/ 24 % 0 0 0 3571 352 0 0 0 2288 542 Total room load Air required ( cfm) 17806 0 17304 953 3923 0 2830 156 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A zt= wrightsOft' Rigfi-S( ite®Unversal 2017 17 023 RSU16202 2017-Sep- 191 2: 10 p\Calc and EPL Temp\ -ol 162 Mlan C LHG - N np Calc = KW FrortDoor facePa s N g wrightsof ' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolirg com License CAG032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By. LF/RI 1 20 3 4 5 Room name Room l om hheight Room dimensions Room area MTOI 93 ft s.o n heal/coot 7.0 x 6.0 ft 42.0 fF NBTH ft 93 n heaVcool 5.0 x 60 ft 300 fF Ty Construction number U-value BvhW--n Or HTM BtuKV) Area OF) or penmeler (n) Load Btuh) Area OF) or penmeler (n) Load Btuh) Heat Cool Gross N/PS Heat Cool Gross N/P/S Heat Cool 6 11 V-- G 13A-4ocs 4B5-2fm 11DO _ 13A-4ocs 4A5-2om 4B5-2fm_ 13A-46s`-` 4A5-2om 4A5-2omd _ 13A-4ocs 4A5-2om 4B5-21m 12C-09w AiD0 16B-30ad 22A-Ipm_ 4 0.143 0.540 0390 0.143 0.550 0.540 0.143 o.55o 0.580 0.143 0.550 0.540 r0.091 0.390 0.032 1.180 n n q_ a a a s- s s_ w w w 3.73 14.09 1018 3.73 1435 14.09 3.73 1435 15.14 3.73 1435 14.09 238 10.18 0.84 30.80 2.90 13.67 1227 2.90 27.44 2962 Z90 13.61 15.90 2.90 27.44 29.62 151 12.2 1.76 0.00 0 0 0 0 0 0 0 0-0-0 0-0-0-0 0 0 0 0 0 0 0 0 00 56 0 4 52 0 0 0 0 0 0 0 0 193 0 56 0'— 0 0 150 0 118 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PI `_ n. r— r'" 0 0 0-- 0 0 0 0 30 0 0 25 0 C 42 42 42 35 185 74 30 30 53 06000F. 6 c) AED excursion 11 2 Ermelope loss/gam 470 353 251 51 12 a) Infiltration b) Room venblabon 113 0 41 0 0 0 0 0 13 Intemalgains. Occupants@ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 5B3 394 25 51 14 15 Less extemalload Less transfer Redistribution Subtotal Dud loads 109/ 24 % 0 0 0 583 57 0 0 0 394 93 101% 24 % 0 0 0 25 2 0 0 0 51 12 Total room load Air required (dm) 640 0 487 27 28 0 63 3 Calculations approved by ACCA to meet all requirements of Manual J 8ttt Ed. wrigF>ttsoft' 2017-Sep-19142200 Right-Sute®Uriversa1201717023RSU16202 Page 2 p\Calc and EPL TemptLol 162 Mlan C LHG - N r p Calc = MJ8 FrortDoor faces N f F wrightsoft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coin, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.com License CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By- LF/RI 1 2 3 4 5 Room name Exposed well Room height Room dimensions Room area VNIC 0 ft 9.3 ft heat/000l 1.0 x 56.5 ft 56 5 fF BED2 125 ft 9.3 ft heat/cool 1.0 x 126.5 ft 126.5 fF Ty Construction number U-value BtitMIL09 Or HTM BtuhA?) Area (iR) or perimeter (ft) Load Btuh) Area 012) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 11 13A4ocs 4135-2hn j1D0 13A-4ocs 4A5-2om 4135-21m cs13A-flo 4A5-20m 4A5-2onnd 13A-4ocs 4A5-2om 4B5-2fm 12C-Osw 11DO 16B-30ad 22A-tpm-' 6143 0.540 0.390 0143 0.550 0.540 0143 0S50 w,.0580 0.143 0.550 0.540 0.091 0.3W n in n_ e a e_ s s s= w w w n_ 3.73 14.09 10.18 3.73 14.35 14.09 3.73 14.35 15.14 3.73 14.35 14.09 2M 10.18 0.84 30.80 2.90 13.67 1227 2.90 27.44 29 62 290 13.61 15.90 2.90 27.44 2962 151 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ggJJ 4--G 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 116 15 0 0 0 0 101 0 0 0 0 0 378 215 0 0 293 412 0 0 I 0 0 0 0 O 0 0 0 0 0 0 y/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fw0 0 127 127 0 0 0 0 0 0 0 0 0 L P D C _ F-- 00-0-0-0 0 0 0 0 0 0 0 0.032 1.180 57 57 57 0 47 0 99 0 127 13 0 106 385 222 0 6 c) AED e.rsion 4 26 Ernelope loss/gan 47 95 10841 953 12 a) Infiltration b) Room ventilation 0 0 0 0 235 0 85 0 13 Internal gains. Ooa/pants@ 230 Applianoesiot w 0 0 0 1 230 0 Subtotal (lines 6 to 13) 47 95 1319 1268 14 15 Less external load Less transfer Redistribution Subtotal Ductloads 100/0 24 % 0 0 4 51 5 0 0 8 103 24 100/0 24 % 1 0 0 15 1334 132 0 0 30 1298 307 Total room load Air required (dm) 56 0 128 7 1466 0 1605 88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsOft` Right-Suite®Unversal201717023RSU16202 2017-Sep-191 22,00 p\Calc and EPL Temp\Lot 162 Man C LHG - N.np Calc = M18 FrontDoor faces N Page 3 wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooluy com Lioerse CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 ft 93 ft heaV000l 35 x 5.0 ft 175 tF BED3 13.0 it 93 ft heaV000l 1.0 x 1293 ft 129.3 (tz Ty Construction number U-value Btuh/ft-°F) Or HTM BtuW Area OF) or perimeter (ft) Load Btuh) Area (f 2) or perimeter (ft) Load Btuh) Heat Cool Gross N/PS Heat Cool Gross N/P/5 Heat Cool 6 1 1 C 13A-4o6i— 4B5-21m J1D0 13A-4ocs 4A5-2om 4135-21n 13A-4ocs 4A5-2om 4A5-2omd 13A-4ocs 4A5.2om 4B5-2hn 12C-Osk 11DO 16B-30ad 22A-tpm— - — 0.143 0.540 0,390 0143 0.550 0.540 0.143 0550 0580 0.143 0.550 0.540 0.091 n n ter, a a a s s s- w w w n- 3.73 14.09 10_18 3.73 1435 14.09 3.73 1435 15.14 3.73 1435 14.09 238 10.18 0.84 30.80 2.90 13.67 1227 2.90 2744 29.62 290 13.61 15.90 2.90 27.44 29.62 v 151 1227 1.76 0.00„18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D y/ I--G 0 0 0 0 0 0 o 0 O 0 0 0 0 0 O 0 0 0 0 0 0 121 15 0 106 0 0 395 215 0 0 0 0 307 412 0L 0 0 0 0-0 0 0 0 0 0 0 0G 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 102 0 0 0 0 102 0-0-0 0 0 0 243 0 0 0 154P - 0-0 0 0-0 0 0 C_ F - 0390 0.032 1.180 18 18 15 31 129 129 129 108 400 227 0 0 0 0 6 c) AED excursion 1 18 Envelope loss/gain 15 29 1362 1118 12 a) Infiltration b) Room ventilation 0 0 0 0 245 0 88 0 13 Internal gains: Occupants @ 230 Appliance,4other 0 0 0 1 230 0 Subtotal (lines 6 to 13) 15 29 1607 1436 14 15 Less external load Lesstransler Redistribution Subtotal Dud loads 100/0 240/6 0 0 15 0 0 0 0 29 0 0 10% 24*/.l 0 0 11 1618 160 0 0 22 1458 U5 Total room bad Air required (cfm) 0 0 0 0 177710 1804 99 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFft50ft` 422,00 Rig ht-SutEI®Unversal201717023RSU16202 2017-Sep-191Page 4 p\GaIc and EPL Temp\Lol 162 NMlan C LHG - N rip Calc = MJ8 Frort Door faces N wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, W irter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOneStopCooling oom License CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name 6posed well Room height Room dimensions Room area BTH2 0 ft 9.3 ft heaV000l 5.5 x 105 ft 57.8 ft- FOYMrr 26s ft 9.3 it heat/cool 1.0 x 2183 ft 218.3 fF Ty Construction number U-value BUMIL-F) Or HTM BWh/W) Area (fz) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W - 13A-4ocs 4135-2fm 11D0 13A-4ocs 4A5-2om 4135-21m 13A-4ocs _ 4A5-2om 4A5-2omd 13A-4ocs 4A5-2om 465-2hn 12C-0 '-- 11D0 16B-30ad _ 22A-tpm--,_ 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0550 0.580 0.143 0.550 0.540 0.091 0.390 r n n_ a a e_ s s sy w w w n _ 3.73 14.09 10.18 3.73 14.35 14.09 3.73 14.35 15.14 3.73 1425 14.09 2.38 10.18 0.84 30-80 290 13.67 1227 2.90 27.44 29.62 290 13.61 15.90 2.90 2744 29.62 1.51 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 60 0 24 0 0 0 0 0 0 36 0 24 0 0 0 136 0 244 0 0 0 106 0 294 0 0 0 0 0 0 L----DG I--G 0 0 0 0 0 0 0 0 Y" 0 0 0 0 0 0 0 0l 0 0 0 0 0 0 0 0 0 0 0 0 yJ 0 0 0 0 51 0 0 0 0 51 0 0 0 121 0 0 0 0 77 186 0 4 47 0 218 218 182 0 0 47 O 679 0 56 110 0 182 816 527 0 118 70 0 384 0 l C P C F_ 0.032 1.180 0 58 W W 58 0 58 0 48 0 0 102 218 270 6 c) AED excursion 7 67 Emelope loss/gain 170 171 2225 1432 12 a) Infiltration b) Room ventilation 0 0 0 0 499 0 180 0 13 Internal gains: Coapants@ 230 Appliances/other 0 0 0 0 0 1200 Subtotal (lines6to13) 170 171 2724 1 2812 14 15 1 Less external load Lesstransfer Redisinbuton Subtotal Duct loads 1109/6 24 % 0 0 5 175 17 0 0 10 181 43 10% 24 % 0 0 0 2724 269 0 0 0 2812 66 6 Total room load Air required (dm) 192 0 224 12 2993 0 3477 192 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Ad- wrightsoft' Rig ht-Sute®Unversal 2017 17 023 RSU16202 2017-Sep-1 9 14.22 00 pNCalc and EPL Ternp\Lot 162 MIan C LHG - N np Calc = KM FrortDoor faces Page ge5 wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwwOneStopCoohng com License CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By- LF/RI 1 2 3 4 5 Room name Exposed well Room height Room dmensons Room area LDRY 8.0 It 93 1t heat/cool 1.0 x 43.8 It 43B fF DIN 85 f> 93 ft heatbc)ol 155 x 85 ft 131.8 fR Ty Construction number U-value BWh4I --q Cr HTM Btuh q Area OF) or perimeter (11) Load Btuh) Area OF) or perimeter (11) Load BWh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 13A-4as 4135-2hn 11DO i 3A-flocs 4A5- 2om 4135- 2fm 13A- 4ocs 4A5- 2om 4A5- 2omd 13A- 4ocs 4135- 21m 12C- Osw 1DO -- 16B- 30ad 22A- 1pm 0, 143 0. 540 0. 390 0143 0. 550 0. 540 0. 143 0. 550 0. 580 0. 143 0. 550 0540 0. 091 0390 n- n n_ a a a s - s s- w w w ten- 3. 73 14. 09 10. 18 3. 73 14. 35 14. 09 3. 73 14. 35 15. 1,4 373 1435 14. 09 i 238 10. 18 0. 84 30. 80 2. 90 13. 67 1227 2. 90 27. 44 29. 62 290 13. 61 15. 900 2. 90 27. 44 29. 62 151 1227 1. 76 0. 00 42 6 0 36 0 o 134 85 O 1 04 82 0 0 0 0 0 0 0 0 0 0 0 0 0 D 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 64 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 79 15 00 0 0 0 239 215 0 0 0 0 0 33 0 0 98 21 44 44 0- 0- 0 33 0 0 76 21 44 121 0 0 181 217 37 246 94 0 0 115 262 77 0 185 412 o 0 0 232 V- 24A5- 2omR 0 0 0- 0 0 C I F, 0. 032 1.180 132 7 :_ . 132 132 110 262 8 906 c) AED exourson 54 135 Erhelope loss/ gain 1021 680 826 963 12 a) Infiltration b) Room venfilation 151 0 54 0 160 0 58 0 13 Internal gains: Oocupants @ 230 Appliances/od- er 0 0 500 0 0 0 Subtotal ( lines 6 to 13) 1172 1234 986 1021 14 15 Less extemalload Less transler Redistribution Subtotal Dud loads 1 101/6 24 /, 0 0 0 1172 116 0 0 0 1234 292 109/ 6 24 / 0 0 11 997 98 0 0 21 1043 247 Total room load Air required ( dm) I 1287 1 0 1526 84 1095 0 1289 71 Calculations amroved bvACCAto meet all requirements of Manual J 8th Ed. tG - *- wrightsoft' 2017- Sep-1914age6 Rig Fi-Sule®Unversal 2017 17.0 23 RSU16202 Page 6 p\Calc and EPL Terrp\Lot 162 AlanC LHG - N.rnp Calc = KW FrortDoor faces N ff- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, W irter Parr FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOneStopCooling oom Licerse CAC032444 Job: Lot 162 Milan C LHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name E1posed wall Room height Room dimensions Room area GATH 32.0 It 93 it heaU000l 14.0 x 180 It 252.0 tF 0 ft 93 It heat/000l 10 x 37.0 ft 37 0 tP Ty Construction number U-value BhiWOF) Or HTM Bti1 Area OF) or perimeter (ft) Load Btuh) Area 0112) or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 13A'4ocs 4B5-2fm Al _ 13A-4ocs 4A5-2om 4B5-2fm 13A-4ocs 4A5-2om 4A5-2omd 13A-4ocs 4A5-2om 4B5-2fm 12C-09w 11D0 16B-30ad 22A-Ipm 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0.550 0580 0.143 0.550 0.540 0.091 0390 0.032 1.180 n n n a a e_ s s s„ w w w n, 3.73 14.09 10.18 3.73 14.35 14.09 3.73 1435 15.14 3.73 1435 14.09 238 10.18 0.84 30.80 2.90 13.67 1227 2.90 27.44 29.62 2.90 13.61 15.90 2.90 27.44 29.62 1.51 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 247 0 969 513 431 0 0 0 0 0 0 0 r 0 0 0 - . 0 0 0 0 0 0 0 0 0 0 0 0 yJ G 0 0 0 130 0 64 167 30 0 0 0 0 66 0 64 137 0 0 0 0 0 192 0 1018 398 823 0 0 0 0 0 0 0 0 0 00 0 L-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V6 P D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F= 252 252 252 32 210 986 443 37 37 37 0 31 65 0 0 0 6 c) AED excursion 39 3 Emoelope loss/gain 3355 2913 31 62 12 a) Infiltration b) Room ventilation 603 0 217 0 0 0 0 0 13 Internal gams. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6ID 13) 3958 3130 31 62 14 15 Lesse)demal bad Less transfer Redistribution Subtotal Dud loads 1 109/6 249/6 0 0 0 3958 1 390 0 0 0 3130 741 109/61 240 0 0 31 0 0 0 0 62 0 0 Total room load Air required (dm) 4348 0 3871 213 1 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. I t-- wrightsoft` Riga-SuteGUnversal2017 17.023 RSU16202 2017-Sep-19 1 F ge 0 p\Calc and EPL Temp\Lot 162 N11lan C LHG - N rip Calc = NU8 FrortDoor faces N 9 o Duct System Summary ,lob: Lot 162 Milan C LHG - N wri htsoft Date: 05/19/2017 Entire House By: LF/RI One Stop Cooling and Heating 7225 Sandsoove Cout, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoohrg mm Lioerse: CAC032444 For: Park Square Homes 2443 Waxwing Way, Sanford, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length JR Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.260 in/100ft 0 cfm 131 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.260 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1605 0 88 0.284 6.0 0x 0 MR 14.6 105.0 sti BED3 C 1804 0 99 0.260 6.0 Ox 0 VIFx 25.6 105.0 st2 BTH2 C 224 0 12 0.264 4.0 Ox 0 MR 24.0 105.0 st2 DIN c 1289 0 71 0.269 5.0 Ox 0 VIFx 21.6 105.0 sti FOY/Krr c 3477 0 192 0.274 7.0 Ox 0 VIFx 23.9 100.0 st2 GATH-A C 3871 0 213 0.272 8.0 Ox 0 VIFx 19.8 105.0 sti LDRY C 1526 0 84 0.260 6.0 Ox 0 VIFx 25.7 105.0 st2 MBED C 2830 0 156 0.275 7.0 Ox 0 VIFx 18.6 105.0 sti MBTH C 63 0 3 0.285 4.0 Ox 0 VI Fx 14.5 105.0 sti MTol C 487 0 27 0.271 4.0 Ox 0 VIFx 20.5 105.0 sti MWIC C 128 0 7 0.284 4.0 Ox 0 VIFx 14.7 105.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 PeakAVF 0 387 0.260 876 9.0 0 x 0 VinlFlx sti PeakAVF 0 566 0.269 720 12.0 0 x 0 VinlFlx Bolditalk values twve been manually ovenWen wrightsoft• Right-SuleG)Unversal20l7l7O23RSU16202 ACCA .. p\Calc and EPL Temp\Lot 162 MIan C LHG - N np Calc = MU8 Frort Door faces N 2017-Sep-191422 01 Page 1 Name Grille Size (in) Htg Cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat! Trunk rbi Ox 0 0 953 0 0 0 0 Ox 0 MFx wri htsoft` 2017-Sep-191422 01 9 Right-Sute®Unversal 2017 17.023 RSU16202 Page 2 CCK p\Calc and EPL Templot 162 Mlan C LHG - N rLp Calc = MJB Frort Door faces: N 9 m Static Pressure and Friction Rate Job: Lot 162 Milan C LHG - N wri htsoft Date: 05/19/2017 Entire House By. LF/Rl One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park, FL 32792 Phore (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoohrg com License CAC032444 Project• • For: Park Square Homes 2443 Waxwing Way, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 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 11 0 Measured length of trunk 15 0 Equivalent length of fittings 105 0 Total length 131 0 Total effective length 131 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.260 > 0.18 0.260 > 0.18 Return Ducts 0.260 > 0.18 0.260 > 0.18 Fitting Equivalent LengthDetails Supply 4X--35, 11 A=20,11 G=5,1 A-_35, 11 G--5,11 Gam: Total EL=105 Return TotalEL=O c wri htsoft` 2017-Sep-191422:01 9 R,ghl-Sute®Unversal201717023 RSU16202 Page 1 AC01 .p\Calc and EPL TemptLot 162 UlanC LHG - N np Calc = NU6 FrortDoor Laces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 162 Milan C LHG - N Builder Name: One Stop Cooling and Heating Street: 2443 Waxwing Way Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number._ Owner: Park Square Homes Jurisdiction: Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. 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 joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. 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 9/19/2017 2:27 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 1 of 1 Level 1 N --_I -------- -.-- 14? MBED ITgo) I 3FIM-3A9 (T90) 223031S 3TLM1KAI. aJ.7 ?iiHalJ I 10Xq' w;3 a1T90) n / 8x4 ' xxp, 157 dm t; 3 n 14 x 14 f% 29 drn n 12 " 1x4 I ?THOU 22303fl A (T90) 8x4 MTOI 4 NIW-3Ag (NO) f14 V, BT EF1 VTR `1Js '}39LR61 n I 10x10 ' I I I 8 ", 203 n g o ) 6" i MWIC f 12 10x1Q' " 5 , _ . ._ BED2 41 e. 3 4lcldl68 DIN -A" A. M.3 O• j . 12 x 2= 953 dmI i ` 24x18 - 91, J — --- 10x1\ 0. 0x8 1'i x4 191 dm SRB1 In1i6x R BT J I J P 9w# H BED3 EF1 VTR . --- 7,!., . dan I - FOY/KIT DV VTRn I T90 Aooa - _ ,/85 cfm, Job #: Lot 162 Milan C LHG - N Performed by LF/RI for: Park Square Homes Sanford, FL GARAGE r I- LDR w C I I I I I I One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www. OneStopCooling.com i Scale: 1 : 97 Page 1 Right - Suite® Universal 2017 17. 023 RSU 16202 2017- Aug- 16 1135:14 E RECORD COPY 3 L RI, (o,, M K L-A, Lv rub 1~ VA LAIVS \,JG 24 W 3u #17-2886 uJ pING m SPN RO o " V's DESCRIPTION AS FURNISHED: Lot 162 , WYNDHAM PRESERVE, os recorded in Plat 00ok 81, 93 through 102 of the Public Records of Seminole County, Florida. ges PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY Lot 174 I Lot 173 I Lot 172 S 89040'51 " W I 40.00' Lot 161 5.00' 20.00' 7 i 20,00' 20.00' 3.0'x4.0' AC J 7 16.0 K LANAI 16.0' p O o 162 o wl O o PROPOSED RESIDENCE e 1349-MILAN-C Id 2 CAR GARAGE LEFT 'r 5.00, DATE1_ Ok to construct single family home with setbacks and impervious area shown on plan. 53. S % imp. tbLAct Mi' avi - C) CzL• SETBACKS AS FURNISHED FRONT = 25'(A) 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 U- = PROPOSED DRAINAGE FLOW y QOyFOLOTGRADINGTYPEA PROPOSED F.F. PER PLANS - 30.1' COV'D. ENTRY 0 o .6 19.3' DRIVE 25.00' 25.00' 10' UTIL. ESMT. 5.00' Lot 163 5.00' P.C. S 89R40 "51 " W s' CONC WALK IN'* 196.00' 40.00' 7 - .. . . \ CURB T7AXTrINC XA Y 50' PRIVATE ROAD) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY LOT AREA 4,400 t SQUARE FEET FLATWORK ON/OFF LOT TOTAL t SQUARE FEET FLATWORK DRIVE 4001232 = 632 t SQUARE FEET FOUNDATION/PAD 1740 f SQUARE FEET WALKS 401200 = 2401 SQUARE FEET REAR PATIO 103 t SQUARE FEET FRONT PORCH DECK 72 t SQUARE FEET SOD 2045/ 131 = 2176 f SQUARE FEET POOL DECK N/A f SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT - NOT FIELD VERIFIED - CRUSEYVHEEER—SCOTT ASSOC, INC• — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PF PLATFIELD PDLTYP. POINT ON LINE TYPICAL NOTES: IP. IRON PIPE IRON ROD PR.C. POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CCAL CONCRETE MONUMENT RAD. RAD' RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. 1/2' IR ./BU 459L NR. IVON-RADIAL 2. UNLESS EM8055E0 WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P. VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. PONT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. INLD CENTERLINE NAIL L DISK FF. l.S.L FINISHED FLOOR ELEVATION BUILDING SETBACK LINE THIS SURVEY IS PREPARED FUR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/V RIGHT-OF-VAY BR. BENCHMARK E. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT U. BASE BEARING 7. BEARINGS, ARE .1ASED ASSUI!ED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN, DRAINAGE S. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. CLFC. UTILITYCHAINLINK FENCE P. CER17F'.C11E OF AUTHORIZATION No. 459E. VD.FC. V00D FENCE C/B CONCRETE BLOCK SCALE 1-- 1• - 20 DRAWN BY: MLT / P.C. PJ POINT OF CURVATURE POINT OF TANGENCY CERTIFIED BY: DATE No. DESC. R DESCRIPTION RADIUS ORDER PLOT PLAN 09-08-2017 3850- 17 L ARC LENGTH D DELTA C CHORD C.D. CHORD BEARING NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN ---- ti THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' dpl. RUSENMOt'ER, RZONE •X•MAP / 12117CO090 F (09-28-07) SCO R.L.S 1. o Filename: PARK SQUARE MILAN 1,349SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1349 2 1 Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 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 1-=-2-8-8-6----- Dryers Dryer No. No? Nameplate Line Neutral 00"'POAR 1 500020 Dryer Summary0 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 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 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 OPT 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 r 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 29,931 15,171 Maximum Amperage = 125 63 Service Voltage = 240 Service Phase = 1 L d" 11'- 4" T- q,- q'- 8" KNEEWALL TO 11'- 4" BRG. Q APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 RECORD COPY BOTTOM = 2 x 4 TOP= 2x4 12 6.0 P" 11'- 4" BRG. HGT. i o 14'- 4" PLT. HGT. U Q Q Q Q Q Q U U U 1 C A U U U CJ U UCp U CJ3 CJ3C 3 CJ3A h CJ3A i H CJ5 - N J - v r— J4 LL J5 JS JS 6/12 J5 CJ3A 4'- 8" J7 U U N J4 gQ NCJ7J7 C m J7 04 LU U Q o) U U CJ3 J7 cd N Y U LL U CJ5 J7 J7 U m U o J7 C J a J7 J7J73O c J7 N N m wW J7 CJ5 A U Y CJ5 CJ3 CJ3 u UvC. Q 11 Q Q Q'Nil Q Q Q Q Q Q Q Q Q Q Q m m m m m m 11 7'- 0" 39'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. 12'- 0" - I , 7'-0" 6 - HUS26 1-PLY HGR W Q Q 0 a _ 12" TRUSS END DETAIL co io v 0 v 1 7 - 2 8-86 0\, pING 5 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1349-AorC P1349AC snfIfni[ jumm N/A 8-3-17: Bmax 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: P1349AC - Park Sq Hm/Milan-1349-A or C MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta pa, 33610-4115 Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 1349 -AmL or Lot/Block: 162 Subdivision: WYNDHAM PRESERVE Address: 2443 WAXWING WAY 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: FBC2014/ TP12007 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 34 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date I No. Seal# ITruss Name Date 1 IT11754289 lAl 8/3/17 112 1 T11754300 1 B1 8/3/17 12 I T11754290 I A2 18/3/17 113 I T11754301 I B2 18/3/17 13 I T11754291 I A3 18/3/17 114 I T11754302 I B3 18/3/17 14 I T11754292 I A4 18/3/17 115 I T11754303 11311 18/3/17 15 I T11754293 I A5 18/3/17 116 I T11754304 I C2 18/3/17 16 I T11754294 I A6 18/3/17 117 I T11754305 ICJ 18/3/17 17 I T11754295 I A7 18/3/17 118 I T11754306 I CA 18/3/17 18 I T11754296 I A8 18/3/17 119 I T11754307 I CJ3 18/3/17 19 I T11754297 I A9 18/3/17 120 I T11754308 I CJ3A 18/3/17 110 I T11754298 I A10 18/3/17 121 I T11754309 I CJ3B 18/3/17 I11 I T11754299 I A11 18/3/17 122 I T11754310 I CJ3C 18/3/17 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my directsupervision based on the parameters provided by Mid - Florida Lumber Acquisitions, Inc.. Truss Design Engineer' s Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1 These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. August 3,2017 Albani, Thomas 1 of 2 1- I RE: P1349AC - Park Sq Hm/Milan-1349-A or C Site Information: Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 1349 - A or C Lot/Block: 162 Subdivision: WYNDHAM PRESERVE Address: 2443 WAXWING WAY City: SANFORD State: FLORIDA No. Seal# Truss Name Date 23 IT11754311 I CJ4 8/3/17 124 IT11754312 I CJ5 18/3/17 125 1T11754313 I CJA 18/3/17 I 126 1T11754314 I CJB 18/3/17 127 IT11754315 I FT1 18/3/17 128 IT11754316 I J4 18/3/17 129 I T11754317 I J5 18/3/17 130 IT11754318 I J7 18/3/17 131 1T11754319 I KJ5 18/3/17 32 IT11754320 I KJ5A 8/3/17 133 IT11754321 I KJ6 18/3/17 134 IT11754322 I KJ7 18/3/17 2 of 2 Job Truss Truss Type Ply Park Sq HmlMilan-1349-A or CQty T11754289 P1349AC Al COMMON 11 1 Mia-Flonaa Lumber, eanow, FL r au s npr iv zuio mi i es mbuslnes, me i nu ,cog — i u i. i a -' r rage i ID S_OpRO5ws414AkYA3UNGXPzr8by-jnB6wRmPcujGwlLD?hEBIWGOKZ3dG_iE?ZC66cyrZ10 I1-0.0 7-11-11 15.0.0 22-0-5 30.0.0 3 1-0.0 7-11-11 7-0-5 7-0-5 7-11-11 1-40 Stale = 153 3 4x4 600 12 I 3x4 = 4x6 = 3x4 = 4x4 = 04 = 10.2.3 I 3 3H0. 10-2-3 & 1111 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 062 TCDL 100 Lumber DOL 1 25 BC 0.93 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 BCDL 100 Code FBC2014/TPI2007 Matrix-M) DEFL. in (loc) Udell L/d PLATES GRIP Vert( LL) -0.39 8-10 >934 240 MT20 244/190 Vert( TL) -0.68 8-10 >532 180 Horz( TL) 0.09 6 n/a n/a Weight. 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1260/0-8-0, 6=1260/0-8-0 Max Horz 2=-164(LC 10) Max Uplift2=-328(LC 12), 6=-328(LC 12) FORCES. ( lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-17=-1997/568, 3-17=-1902/593, 3-18=-1777/594, 4-18=1668/606, 4-19=-1668/606, 5- 19=-1777/594, 5-20=-1902/593, 6-20=-1997/568 BOT CHORD 2-10=-409/1772, 10-21=-189/1163, 9-21=189/1163, 9-22=-189/1163, 8-22=-189/1163, 6- 8=425/1701 WEBS 4-8=199/755, 5-8=-427/259, 4-10=-199/755, 3-10=-427/259 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=25ft, B=45ft, L=30ft; eave=4ft; Cat II; 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 15-0-0, Extenor(2) 15-0-0 to 18- 0-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) The Fabrication Tolerance at joint 4 a 11 %, joint 2 = 11 %, joint 9 = 11 %, joint 8 = 11 %, joint 5 = 11 %, joint 10 = 11 %, joint 3 = 11 %, joint 6= 11% 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=328, 6= 328 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 Q WARNING - Verify design parameters and READ NOTES ON T1US AND INCLUDED MITEK REFERENCE PAGE M11.7473 — 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not i a truss system Before use, the building designer must verify,the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - - - 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 end truss systems. see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Perk Sq Hm/Milen-1349-A or C T71754290 P1349AC A2 HIP 1 1 Mid-Floritla Lumber, Bartow, FL 7 640 s Apr 19 2016 Mnek Industries, Inc Thu Aug 03 13 14 16 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-8LtFYToHvp6mD4oggnuM8uzCmAGTFHghXQnjxyrZIL 6-9-4 I 13.0.0 17A0 I 232-12 I 30-0-0 31-0.01i1-40 6-9-4 6-2-12 .0 6-2-12 6-9.4 4x8 = 4x4 = Scale = 1 53 5 IJ 13 12 10 9 3x5 = 1x4 II 3x4 = 3x8 = 1x4 II 3x5 = 3x4 = 9-4 130.0232-12 30.0.0 69-4 6-2-12 4-0.0 6-2.12 69-4 Plate Offsets (X.Y)— 14.0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.45 Vert(LL) -0 09 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0 28 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.58 Horz(TL) 010 7 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 20 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=144(LC 11) Max Uplrft2=-328(LC 12), 7=-328(LC 12) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2114/654, 3-20=-2033/675, 3-21 =-1 561/556, 4-21 =1 468/572, 4-5=1321/571, 5-22=-1469/572, 6-22=-1562/556, 6-23=-2032/675, 7-23=2114/654 BOT CHORD 2-13=-510/1818, 12-13=-510/1818, 11-12=-289/1320, 10-11=-289/1320, 9-10=519/1818. 7-9=519/1818 WEBS 3-13=0/259, 3-12=-579/253, 4-12=-92/397, 5-10=110/398, 6-10=579/253, 6-9=0/258 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=25ft, B=45ft; L=30111; eave=4ft; Cat ll, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Extenor(2) 13-0-0 to 17-0-0, Interior(1) 21-2-15 to 31-0-0 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 (lt=lb) 2=328, 7=328. 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 - Vr/ty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 nv. 10/03/2015 BEFORE USE. Design 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 verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web 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 ANSUTPIII Ouality Criteria, DSB49 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 City Ply Park Sq Hm/Milan-1349-A or C I T11754291 P1349AC A3 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 17 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8bycYRdmppvg7EIPMf_EX17vMQAIAVECnZpwBAKFNyrZIK I1-0.0 5-9-4I 11-0-0 150 0 1 10-0 24-2-12 30.0.0 30-0 1-0.0 5-9-45-2-124-0.0 4.0 52-12 59-4 Scale = 153 5 1 4x4 = 4 23 3x4 = 4x4 = 5 246 14 13 `• 11 10 3x4 1x4 II 34 = 3x4 3x8 = 1x4 II 3x4 Ij 59-4 11-0.0 I 19-0-0 I 24-2-12 I 30.0.0 1.1 5-2-12 B-0-0 52-12 5-9-4 Plate Offsets (X.Y)— [2-0-2-10 0-1-81 18.0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 033 Vert(LL) -0 14 11-13 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 063 Vert(TL) -0 38 11-13 >951 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.32 Horz(TL) 010 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=123(LC 10) Max Uplift2=328(LC 12), 8=328(1_C 12) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=2151/693, 3-21=-2080/711, 3-22=-1725/602, 4-22=1650/620, 4-23=-1486/608, 5-23=-1486/608, 5-24=-1486/608, 6-24=-1486/608, 6-25=1650/620, 7-25=-1725/602, 7-26=-2080/711, 8-26=2151/693 BOT CHORD 2-14=-552/1860, 13-14=-552/1860, 12-13=-402/1571, 12-27=402/1571. 11-27=-40211571. 10-11=-561/1860, 8- 10=561/1860 WEBS 3-13=-447/222, 4-13=133/479, 5-13=-254/105, 5-11=254/105, 6-11=133/479, 7-11=-447/222 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.Opsf, h=25ft; B=45ft, L=30ft; eave=oft; 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 11-0-0, Extenor(2) 11-0-0 to 23-2-15, Intenor(1) 23-2-15 to 31-0-0 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=lb) 2=328, 8=328 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 - 11wify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 nv. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual building 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 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 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 ANSIRPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safaty Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T1175/292 P1349AC A4 HIP 1 1 fer (optional) Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 17 2017 Page 1 ID S_DpR05ws4l4AkYA3UNGXPzr8by-cYRdmppvg7EiPMf_EX17vMQBtASpCoWpwBAKFNyrZIK r04-9-4 9-0-0 150-0 21-0-0 252-12 30.0-0 31-0.0i 4- 9-4 4-2-12 S0.0 640 4-2-12 4-9-4 Scale = 153 5 4x8 = 1x4 11 4x8 = 4 21 22 5 23 24 6 13 - 11 10 3x4 = 3x4 = 3x4 = 3x5 = 3x5 = 3x8 = 9- 40 i 150.0 21-0.0 30.0.0 9- 0.0 6-40 6-0.0 9-0.0 Plate Offsets (X.Y)- 12 0-2-8.Edgel, 14 0-5-4.0-2-01, 16 0-5-4.0-2-01, I8 0-2-8.Edael LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 045 Vert(LL) -012 13-16 >999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 078 Vert(TL) -0 34 13-16 >999 180 BCLL 0. 0 ' Rep Stress Incr YES WB 019 Horz(TL) 010 8 n/a n/a BCDL 10. 0 Code FBC20141TPI2007 (Matnx-M) Weight: 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=103(1_C 10) Max Uplrft2=- 328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-20=-21411/770, 3-20=-2082/784, 3-4=-1873/674, 4-21=1963/759, 21-22=-1963/759, 5.22=- 1963/759, 5-23=1963/759, 23-24=19631759, 6-24=-1963/759, 6-7=-1873/674, 7-25= 2082/784, 8-25=-2141/770 BOT CHORD 2-13=-627/1862, 12-13=-438/1630, 11-12=-438/1630, 10-11=-445/1630, 8-10=634/1862 WEBS 3. 13=-274/215, 4-13=50/351, 4-11=176/509, 5-11=-411/216, 6-11 =- 176/509, 6-10=- 50/351, 7-10=274/214 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=30ft, eave=4ft, Cat. II, 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 9-0-0, Extenor(2) 9-0-0 to 25-4-11 Intenor(1) 25-4-11 to 31-0-0 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 2=328, 8=328. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Id Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev. 10/03/2015 BEFORE USE Design valid 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 verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANSIrrPI1 Quality Criteria, DSBd! and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexanone, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmlMilan-1349-A or C T71754293 P1349AC AS HIP 1 t lob Mx1-Flonda Lumber. Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Thu Aug 03 13 14 18 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBbyAk??z9gXRQMZOWEAnEpMSZzGTapDx7oz9rvtngyrZIJ I1 01 3-9-4 f 7-0 1 10-7-12 1 15-0-0 19-4 230.0 26-2-12 1 3 1-o-Oi 1-0.0 39-4 32-12 3-7-12 4-44 4-4 37-12 3.2.12 1.4 Scale = 1 53 5 4x4 = _ 3x4 = 4x4 = 3x4 = 4x4 15 3x4 = 3x8 = 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 Incr NO BCDL 100 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 13 ,._ .... ..., 12 6x6 6x6 = 3x8 = 3x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 066 Vert(LL) 0.09 14-15 >999 240 MT20 2441190 BC 0.71 Vert(TL) 0.26 14-15 >733 180 W 3 0 77 Horz(TL) 003 10 n/a n/a Matnx-M) Weight: 154 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (lb/size) 2=843/0-8-0, 13=2935/0-8-0, 10=646/0-8-0 Max Horz 2=-82(LC 6) Max Uplift2=-248(LC 8), 13=-1024(LC 8), 10=-340(LC 8) Max Grav 2=855(LC 17), 13=2935(LC 1), 10=661(LC 18) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1374/385, 3-4=1173/330, 4-22=-1013/315, 5-22=-1013/315, 5-23=-122/385, 23-24=-122/385, 24-25=-122/385, 6-25=-122/385, 6-26=-319/1143, 26-27=-319/1143, 27-28=-319/1143, 7-28=-319/1143, 7-29=624/340, 8-29=624/340, 8-9=-748/358, 9-10=-959/425 BOT CHORD 2-15=-278/1187, 15-30=-107/540, 30-31=107/540, 31-32=-107/540, 14-32=-107/540, 14-33=-694/323, 13-33=-694/323, 10-12=319/821 WEBS 4-15=0/254, 5.15=-155/692, 5-14=-1292/464, 6-14=-251/1142, 6-13=1658/512, 7-13=-1558/631, 7-12=-322/953 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vint=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=30tt, eave=4ft, Cat. 11; Exp B, Encl , GCpi=O 18, MWFRS (directional), porch right 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 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=248, 13=1024, 10=340 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 206 Ib up at 7-0-0. 111 Ib down and 106 Ib up at 9-0-12, 108 Ib down and 106 Ib up at 11-0-12. 105 Ib down and 106 Ib up at 13-0-12, 105 Ib down and 106 Ib up at 15-0-0, 105 Ib down and 106 Ib up at 16-114, 108 Ib down and 106 Ib up at 18-114. and 111 Ib down and 106 Ib up at 20-114, and 189 Ib down and 206 lb up at 23-0-0 on top chord, and 327 Ib down and 97 Ib up at 7-0-0, 66 Ib down at 9-0-12, 66 Ib down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-0. 73 Ib down at 16-114, 74 Ib down at 18-11-4, and 74 Ib down at 20-114, and 327 Ib down and 65 Ib up at 22-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Continued on a e 2 Verity designQWARNING - V pn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7lyd ray. 1O/Od/IO1S BEFORE USE. Design valid for use only with MiTekm 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 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 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 ANSUTP11 Quality Criteria, DSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM/Milan-1349-A or C T71754293 P1349AC A5 HIP 1 1 wmoer, oan0w, IL lisU 5 Apr 19 2Vlti Mi I ek Indusines, Inc I nu Aug U3 13 14 19 ZU17 Page 2 10 S_OpRO5ws414AkYA3UNGXPzrBby-YwZOBVg9CkU0egoMLyLb_nWRDz9Sgal6NVfRKGyrZll LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-4=60, 4-8=60, 8-11=60, 16-19=20 Concentrated Loads (lb) Vert 4=-142(F) 8=-142(F) 15=-327(F) 6=97(F) 12=-327(F) 22=-97(F) 23=97(F) 25=-97(F) 26=-97(F) 28=-97(F) 29=-97(F) 30=-41(F) 31=41(F) 32=-41(F) 33=-41(F) 34= 41(F) 35=-41(F) 36=-41(F) Q WARNING - Verify design paremefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rw. 1010312015 BEFORE USE. Design valid for use only with MlTekm 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 properly incorporate this design into the overall buildmg 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 stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB49 and BCSI 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 Qty Ply Park Sq Nm/Milan-1349-A or C T11754294 P1349AC A6 NIP 1 1jot Mid-Flonda Lumber, Bartow, FL 764 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 19 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-YwZOBVg9CkUQegoMLyLb_nVV kzBEgZI6NVfRKGyrZll 1-0-01 7-5-4 144-0 i1s8-o z2-612 30-0-0 3 1-ao 7-5-4 s-10-1z 1-4-0 6-10-1z 7-5-4 i1 3x5 = 4x4 = 4x4 = 13 "11 10 9 tx4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 056 TCDL 10.0 Lumber DOL 1.25 BC 059 BCLL 00 ' Rep Stress Incr YES WB 0 81 BCDL 100 Code FBC2014frPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=-157(LC 10) Max Uplift2=-328(LC 12), 7=-328(LC 12) 3x4 = 3x4 = 3x4 = 1x4 II DEFL. in (loc) I/defl Ud Vert(LL) -0.11 9-10 >999 240 Vert(TL) -0 31 9-10 >999 180 Horz(TL) 0.10 7 n/a n/a Scale=1.56.8 3x5 = PLATES GRIP MT20 2441190 Weight 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2076/605, 3-20=-1909/628, 3-21=-1458/506, 4-21=1355/529, 4-5=1218/520, 5-22=1355/529, 6-22=1458/506, 6-23=-1909/628, 7-23=2076/605 BOT CHORD 2-13=-462/1777, 12-13= 462/1777, 11-12=-462/1777, 10-11=-222/1218, 9-10=470/1777. 7-9=470/1777 WEBS 3-13=0/284, 3-11=673/283, 4-11=-137/384, 5-10=-137/384, 6-10=673/283, 6-9=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, TCDL=4.2psf, BCDL=3 Opsf, h=25ft; B=45R, L=30ft, eave=4ft, Cat. II; Exp B, Encl.. GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 14-4-0, Exterior(2) 14-4-0 to 15-8-0, Interior(1) 19-10-15 to 31-0-0 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=328, 7=328. 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 0 WARNING - Varlfy design parameters and READ NOTES ON INS AND INCLUDED M/TEK REFERENCE PAGE I1011-7473 rev. 10N3/2015 BEFORE USE. Design valid for use only with MiTekm 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 verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdnaduel truss web and/or chord members only. Additional lemporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 Hm/Mil2n-1349-A or C T71754295 P1349AC A7 HIP 1 1ferenceJobRe (optional) Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 20 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzr8by-077mOgroz2cHGgNZvfsqX_2g8NXeP5gGc90 slyrZIH r1-0.0 6-54 12-4-0 17-8-0 23-6-12 30-0-0 31-0-0 1-0.0 6-54 5-10-12 5-4-0 5-10-12 6-5-4 1-0-0 I1 4x8 = 4x4 = 22 23 5 Scale = 1 53 5 13 12 10 9 3x5 = 1x4 I 3x4 = 3x4 = 3x8 = 1x4 I 3x5 = Id LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 125 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 0.39 BC 052 WB 048 Matnx-M) DEFL. in (loc) War Lid Vert(LL) -0 09 12-13 >999 240 Vert(TL) -0 27 12-13 >999 180 Horz(TL) 010 7 n/a n/a PLATES GRIP MT20 244/190 Weight 155 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=137(LC 11) Max Uplift2=-328(LC 12), 7=-328(LC 12) FORCES. (lb) -Max Comp./Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-20=-2128/668, 3-20=2049/688, 3-21=-1616/571, 4-21=1531/591, 4-22=-1377/587, 22-23=-1377/587, 5-23=-1377/587, 5-24=1531/591, 6-24=-1617/571, 6-25=-2049/688, 7-25=-2128/668 BOT CHORD 2-13=-525/1833, 12-13=-525/1833, 11-12=-317/1376, 10-11=-317/1376, 9-10=534/1833, 7-9=534/1833 WEBS 3-12=-533/239, 4-12=-82/407, 5-10=92/407, 6-10=-533/239 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=25ft, B=45ft, L=30ft, eave=4ft, Cat II; 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 12-4-0, Exterior(2) 12-4-0 to 21-10-15, Intenor(1) 21-10-15 to 31-0-0 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 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (t<=lb) 2=328, 7=328 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 -Van/y dasJgn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7177 rav 10/09/2015 BEFORE USE. Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quainy Criteria, DSB49 and BCSI 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 Qty Ply Park Sq Hm/Mdan-13+9•A or C T11754296 P1349AC AB HIP 1 1Jo mie-rioriea 1-umoer, tsanow, rL r wu s npr ra cuio mi i ax mauanes, me i nu -y - i.. H n - r rape r ID S_OpRO5ws414AkYA3UNGXPzrBby-UJgBbAsQtLkBtyrrNN33CbtAnpw8bDPrp8YO9yrZIG 1-0.01 S54 + 10-+-0 15.0-0 19-8-0 24-6.12 3a0-0 1-0.0 114 4-1a12 4-8-0 4-8-0 MO - Scale 1-0.0 Scale = 153 5 4x4 = 23 3x4 = 4x4 = 245 25 26 6 I 14 13 `" 11 10 3x4 i 1x4 I 3x8 = 4x4 3x8 = 1x4 II 3x4 SS-419-8-0 I 12 1 SS+ + a12 9-4-0 a12 SS4 Plate Offsets (X.Y)- I2:0-2-10.0.1-81.18 0-2-10,0-1-81 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.31 Vert(LL) -0.18 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -053 11-13 >685 180 BCLL 00 ' Rep Stress Incr YES WB 0.28 Horz(TL) 011 8 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix-M) Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-9-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=116(LC 11) Max Uplift2=- 328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2157/707, 3-21=-2088/724, 3-22=-1782/619, 4-22=1713/636, 4-23=1544/620, 23-24=- 1544/620, 5-24=-1544/620, 5-25=1544/620, 25-26=-1544/620, 6-26=-1544/620, 6-27=- 1713/636, 7-27=-1782/619, 7-28=-2088/724, 8-28=21571707 BOT CHORD 2-14=-566/1868, 13-14=-566/1868, 12-13=-451/1675, 12-29=-451/1675, 11-29=-451/1675, 10-11=- 575/1868, 8-10=575/1868 WEBS 3- 13=-391/212, 4-13=-134/503, 5-13=-299/131, 5-11=299/131, 6-11=134/503, 7-11= 391 /212 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=25ft; B=45ft, L=30ft, eave=4ft, Cat. 11; 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 10-4-0, Extenor(2) 10-4-0 to 23-10- 15, Intenor(1) 23-10-15 to 31-0-0 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 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=328, 8=328 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 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design 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 verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the I: storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 210 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnvV Ilan-1349-A or C T71754297 P1349AC A9 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 21 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-UJgBbAsQjLkBtyITNN33Cbp9nr58cnPrp8YO9yrZIG 150-0 21-8-0 2SC12 I 30-0454I 0.12 4-54r1 4.14 0. 0 6-6-0 3-1 Scale = 1 53 5 4x8 = 21 22 23 24 08 = 13 - 11 10 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 3x8 = 8+0 15M 21-8-0 30-0-0II 8.4.0 S&0 6-8-0 B-4-0 Plate Offsets (X.Y)— 12 0-2-8.Edoel, 14 0-5-4.0-2-01, 16.0-5-4.0-2-01, 18 0-2-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) i/def1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.12 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0 32 10-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.24 Horz(TL) 010 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx-M) Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=96(LC 11) Max Uplift2=-328(LC 12). 8=-328(LC 12) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-20=-2156/766, 3-20=-2096/779, 3-4=-1923/683, 4-21=-2140/804, 21-22=-2140/804, 5-22=-2140/804, 5-23=-2140/804, 23.24=2140/804, 6-24=-2140/8D4, 6-7=-1923/683, 7-25=-2096/779,8-25=-2156/766 BOT CHORD 2-13=-621/1875, 12-13=-455/1683, 11-12=-455/1683, 10-11=-465/1683, 8-10=631111875 WEBS 4-13=-39/331, 4-11=209/628, 5-11=458/240, 6-11=-209/628, 6-10=-39/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=30ft; eave=4ft; Cat. II; Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 8-4-0, Extenor(2) 8-4-0 to 25-8-11 Intenor(1) 25-8-11 to 31-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 Ot=lb) 2=328, 8=328 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 - Vrlly design paramafen antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw 10/03/I015 BEFORE USE. Design valid for use only with fil 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 properly 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 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 ANSIITPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemridna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Mllan-1349-A or C T117S1298 P1349AC A10 SPECIAL 1 1 31) Mid-Flonda Lumber, Bartow, FL 7 640 a Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 14 2017 Page 1 IDS OpRO5ws4l4AkYA3UNGXPzr8by-BzIV7nm1NCs7YvwPZPIQHIodiyTP?IfNEDxge3yrZIN r1-0.0fr4-0 11•&0 17-0.0 204.0 24-10.12 I 1 21.0.01 1- 0.0 6+0 5-4-0 5.4.0 3-0 4$12 5-1-4 1 Scale = 154.4 3x5 = 14 13 11 1x4 II 3x8 = 4x4 = 5x5 = 4x6 II 3x4 = 3x5 = LOADING ( psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2- 0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/ TP12007 CSI. TC 045 BC 0. 64 WB 078 Matnx-M) DEFL. in ( loc) Udefl Ud Vert(LL) - 0 19 11-13 >999 240 Vert(TL) - 0 47 11-13 >767 180 Horz(TL) 011 8 n/a n/a PLATES GRIP MT20 244/ 190 Weight 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 DC purtins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1263/0-8-0, 8=1257/0-8-0 Max Horz 2=109(LC 11) Max Uplift2=- 330(LC 12), 8=-326(LC 12) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2079/640, 21-22=-2004/649, 3-22=1990/660, 3-23=-2605/889, 4-23=-2605/889, 4-5= 2605/889, 5-24=-3089/1067, 6-24=-3049/1078, 6-25=-1938/686, 7-25=-2001/674, 7-26=- 2087/689, 8-26=2154/674 BOT CHORD 2-14=-496/1778, 13-14=-495/1782, 12-13=-752/2663, 11-12=-752/2663, 10-11=390/1548, 8-10=- 542/1866 WEBS 3- 13=-316/961, 4-13=-363/189, 5-'11=1542/603, 6-11=-698/2038, 6-10=111/387, 7-10= 253/168 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=25ft, B=45ft, L=30ft, eave=oft, Cat. II, Exp B, Eric[ , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Intenor(1) 17-0-0 to 31-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load 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=330, 8=326 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 Q WARNING - VerNy daslgn panmefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII.7473 ne, 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, no a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - 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 ANSIr P11 Quality CrItem, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply ParlSqHMIM,1811349-AOIC T11751299 P1349AC All SPECIAL 1 1 Mid -Florida Lumber, Banow, FL 7 640 s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 15 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-f9JtL7nfBV_93Vb66GfgxLj3Mm_kmRWrthDBVyrZIM 11-0.0, 4+0 9-E-0 15-0-0 I 20-4-0 24-10.12 I 30-0-0 1-a0 4+0 5+0 5+0 5+0 4$12 5-1-4 1-a0 Scale = 1 54 4 4x4 = 15 "' "'14 — — 12 11 10 3x5 ! 1x4 II 400 = 3x8 M18SHS = 4x8 = 1x4 3x5 = 1x4 I I 4+0 9-B-0 I 15-a0 20-0-0 24-10-1 3a0.0 4+0 5+0 5+0 I 5+0 4$12 I 51-4 Plate Offsets (X.Y)— 12 0-2-10.0-1-81. 13 0-6-4.0-2-01. 18 0-0-4.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 079 Vert(LL) 0.31 12-14 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 081 Vert(TL) 0.79 12-14 >457 180 M18SHS 244/190 BCLL 00 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.15 8 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight. 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins 3-5: 2x4 SP No 1 BOT CHORD Rigid telling directly applied or 6-2-11 oc bracing BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1519/0-8-0, 8=1338/0-8-0 Max Horz 2=102(LC 7) Max Uplift 2=-411(LC 8). 8=-354(LC 8) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2694/678, 3-22=4151/1091, 22-23=4151/1091, 23-24=-4151/1091, 4-24=-4151/1091, 4-25=-4151/1091, 25-26=4151/1091, 5-26=-4151/1091, 5-6=1989/521, 6-7=-1981/529, 7-8=2273/557 BOT CHORD 2-15=-529/2346, 15-27=525/2353, 27-28=-525/2353, 28-29=-525/2353, 14-29=-525/2353, 14-30=-103214418. 13-30=-103214418, 12-13=-1032/4418, 11-12=1035/4412, 10-11=-416/1967, 8-10=-416/1967 WEBS 3-14=-506/1948, 4-14=-460/240, 5-14=-606/470, 5-11=-2916/778, 6-11=-334/1402, 7-11 =-331/145 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 Opsf, h=25ft, B=45ft. L=24ft; eave=0 t. Cat II; Exp B, Encl., GCpt=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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 (lt=lb) 2=411, 8=354 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) 114 lb down and 92 lb up at 4-4-0, 83 lb down and 68 Ito up at 5-1-14, 86 lb down and 67 lb up at 7-1-14, and 86 lb down and 67 lb up at 9-1-14, and 84 lb down and 67 lb up at 10-8-6 on top chord, and 48 lb down at 4-4-0, 31 lb down at 5-1-14, 31 lb down at 7-1-14. and 31 lb down at 9-1-14, and 31 lb down at 10-8-6 on bottom chord The design/selection of such connection device(s) is the responsibility of others Printed copies of this document arep10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3) not considered signed and sealed and LOAD CASE(S) Standard the signature must be verified on any electronic copies Continued on oaoe 2 r Q WARNING - Varily dasrpn parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.7173 nv. 10/03/2015 BEFORE USE. Design 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 verify the applicability of design parameters and property incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling 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 is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfP11 Quality Criteria, DSB49 and BCSI 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 Qty Ply Park Sq Hm/Milan-1319-A or C I T77754299 P1349AC All SPECIAL 1I 1 Job Re Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Inriustnes, Inc 1 nu Aug U3 13 14 l b 2Ul i I•age 2 ID S_OpRO5ws414AkYA3UNGXPzr8by-f9JtL7nf8V_93Vb66GfgxLj3Mm_kmRWTthDBVyrZIM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=60, 3-5=60, 5-6=-60, 6-9=60, 16-19=20 Concentrated Loads (lb) Vert: 3=-57(F) 15=-42(F) 22=37(F) 23=37(F) 24=-37(F) 25=37(F) 27=-22(F) 28=-22(F) 29=22(F) 30=-22(F) rr Q WARNING - Vrgy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7477 rw. 10/03/2015 BEFORE USE a allow Design 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 properly incorporate this design into the overall bulldmg 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 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, DSB49 and BCSI Building Component 69064 Parke Fast Blvd Safely 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 Hm/Milan-1349-A or C Ti P1319AC B1 COMMON 4 1 Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 22 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-yVEWpi1 Ufs V8XxO4uicP82oB95t3iY4Tt5xbyrZIF 4-9-4 9-4-0 131a12 i 19-a0 2a 4-9-4 4$12 4-6-12 5-1-4 1-0-0 Scale = 1 34 9 4x4 = lit 3x5 = 5x8 = 3x4 = 1 9-4-0 9-8-0 Plate Offsets (X.Y)— 15 0-1-12.Edoel. f7 0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 025 Vert(LL) -012 7-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 078 Vert(TL) -0 32 7-10 >716 180 BCLL 00 ' Rep Stress Incr YES WB 0.20 Holz(TL) 004 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight 85 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No-2 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left. 2x4 SP No 3 REACTIONS. ( lb/size) 1=746/0-8-0, 5=834/0-8-0 Max Horz 1=-100(LC 10) Max Uplift 1 =-1 79(LC 12), 5=-225(LC 12) FORCES. ( lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-14=1221/418, 2-14=-1115/427, 2-15=-914/320, 3-15=-846/331, 3-16=-846/320, 4- 16=-914/309,4-17=-1166/420,5-17=-1220/405 BOT CHORD 1-7=295/1045, 5-7=308/1043 WEBS 3-7=134/515, 4-7=-337/211, 2-7=-344/201 Structural wood sheathing directly applied or 5-2-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat 11, Exp B, Encl., GCpi=O 18; M WFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0 zone; C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 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 foint(s) except Ot=lb) 1=179, 5= 225 6) " 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 - V4rlly tlulgn panmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7179 rw. 10/09/2075 BEFORE USE mallow Design valid for use only with MiTelke 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 buckling 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 me fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSM11 Quality Crttarta, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 215 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmlMilan-1349-A or C T71754301 P1349AC B2 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Thu Aug 03 13 14 23 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8by-QiouOstgFz_r7H68aoPX8dgDwaYtcXPil7deTlyrZIE 4-54 8-8-0 10-0-0 14-2-12 19-0-0 2 00 4- -4 4-2-12 1-0 4-2-12 4-9-4 1.0.0 Scale = 134 0 4x4 = 4x4 = 95 3x5 = 3x4 = 5x5 = 3x4 = 8-B-0 1 y 9-0-0 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.23 BC 0.62 WB 0.17 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=747/0-8-0, 6=833/0-8-0 Max Horz 1=94(LC 10) Max Uplift1=-179(LC 12), 6=-225(LC 12) DEFL. in (loc) Udefl Ltd PLATES GRIP Vert(LL) -012 9-12 >999 240 MT20 244/190 Vert( TL) -030 9-12 >756 180 Horz(TL) 0.04 6 n/a n/a Weight 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 6=1 235/446, 2-16=1137/460, 2-3=-944/369, 34=793/362, 4-5=-952/362, 5-17=- 1189/472, 6-17=1239/459 BOT CHORD 1-9=332/1060, 8-9=157/793, 6-8=359/1063 WEBS 2- 9=334/217, 3-9=80/272, 5-8=322/229 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=25ft; B=45ft, L=24ft, eave=4ft; Cat II, Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 8-8-0, Extenor(2) 8-8-0 to 1 D-0-0, Interior(1) 14-4-11 to 20-0-0 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 1=179, 6=225 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 parameters and READ NOTES ON TIOS AND INCLUDED WTEK REFERENCE PAGE I1410-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an mtlwrtlual building component, not a truss system Before use, the building designer must venty 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 andlor 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 ANSVTPII Duality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss PWte Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Perk Sq Hm/Milan-1349-A or C T71751302 P1349AC B3 HIP 1 1 Job Mid -Florida Lumber, Banow, FL 7 640 s Apr 19 2015 MfTek Industries, Inc Thu Aug 03 13 14 23 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-OtouOstgFz_r7H68aoPX8dg4_aVBcWLil7deTlyrZIE 3-5-4 i 6-8-0 12-0-0 i 152-12 19-0-0 120.0-0 3-5-4 32-12 54-0 3-2-12 3-9-4 1.0-0 Scale = 1.34 0 4x5 = 4x8 = 3 17 18 19 4 1, 4x4 = 3x8 = Ix4 = 3x4 = 4x4 = rrao 5+0 7-0-0 Plate Offsets (X.Y)— l4 0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 080 Vert(LL) -0 09 B-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.78 Vert(TL) -0 25 B-10 >917 180 BCLL 00 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 6 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matrix-M) Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-03 oc purlins 3-4 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-6-9 oc bracing BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1364/0-8-0, 6=1431/0-8-0 Max Horz 1=-75(LC 6) Max Uplift 1 =-392(LC 8), 6=433(LC 8) FORCES. (lb) -Max Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2488/747, 2-3=2367/728, 3-17=-2124/684, 17-18=-2124/684, 18-19=-2124/684, 4-19=-2124/684, 4-5=-2395/737, 5-6=2554/768 BOT CHORD 1-10=-589/2148, 9-10=-548/2145, 9-20=-548/2145, 8-20=548/2145, 6-8=615/2226 WEBS 3-10=43/592, 4-8=55/617 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=25ft; B=45ft, L=24ft, 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 (/t=1b) 1=392, 6=433. 7) "Semi -rigid pi chbreaks 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) 189 lb down and 204 lb up at 6-8-0, 115 lb down and 106 lb up at 8-8-12. and 115 lb down and 106 lb up at 9-11-4. and 189 lb down and 204 lb up at 12-0-0 on top chord, and 327 lb down and 97 lb up at 6-8-0, 66 lb down at 8-8-12. and 66 lb down at 9-11-4. and 327 Ito down and 97 lb up at 11-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (pif) Vert 1-3=60, 3-4=-60, 4-7=-60,11-14=-20 Printed copies of this document are Concentrated Loads (lb) not considered signed and sealed and Vert. 3=-142(F) 4=-142(F) 9=41(F) 10=-327(F) 8=-327(F) 18=-97(F) 19=-97(F) 20=41(F) the signature must be verified on any electronic copies r.. Q WARNING - Varlty daslgn parameters and READ NOTES ON 7/aS AND INCLUDED MITEK REFERENCE PAGE MII-7173 rw 10iO3/2015 BEFORE USE. Design 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 verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information availablefrom Truss Plate Institute, 218 N Lee Street, Sude 312, AIexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Flm/Milan-1349-A or C T11754303 P1349AC C1 SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek industnes, Inc Thu Aug 03 13 14 24 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-vuMHECulOG6ikRhKBVwmhgDNm_wbLvmrXnMC?TyrZID 1Al2 4-11 6-34 8- 11.2-8 12-3_4 1-0.12 4-11 1-0-00•l 2 4•Fr8 1-0.12 4x4 = 3x4 = 3x4 600 12 3 A s Scale 1/4"=1' 3x4 = 1 5x4 11 9 8 4-11.1 6-8-0 11-2-8 4-11-4 1-8-12 4-6-8 Plate Offsets (X.Y)— 14 0-2-0.D-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 11-12 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 045 Vert(TL) -0.04 11-12 >999 180 BCLL 00 ' Rep Stress Incr NO WB 048 Horz(TL) -0.02 9 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 'Except' end verticals. 5-9. 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 4-6-8 except Qt=length) 12=0-7-4. lb) - Max Horz 12=150(LC 23) Max Uplift All uplift 100 lb or less at /oint(s) 9 except 12=-416(LC 8), 10=1382(LC 8), 8=145(LC 25) Max Grav All reactions 250 lb or less at Joint(s) 9, 9, 8 except 12=435(LC 17), 10=1277(LC 29) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=293/347, 3-4=-203/337, 4-5=-255/363, 2-12=-416/382 BOT CHORD 5-10=946/938 WEBS 5-11 =816/757. 2-11 =359/305 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat 11; Exp B; Encl., GCpi=0.18, MWFRS (directional); end vertical left exposed; porch left exposed, Lumber DOL=1 60 plate gnp DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (ft=lb) 12=416, 10=1382, 8=145. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 206 lb up at 4-11-4, and 185 lb down and 206 lb up at 6-3-4 on top chord, and 606 lb down and 632 lb up at 4-11-4, and 591 lb down and 647 lb up at 6-2-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=60, 2-3=-60, 3-4=-60, 4-6=-60, 6-7=-60, 10-12=-20, 8-9=20 Continued on oaae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Vanity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek49 connectors, This design is based only upon parameters shown, and is for an individual building component, not a trosssystem Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracmg indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - - is akvays 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 ANSIrfPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inshtute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq Hm/Mllan-1349-A or C I T71751303 P1349AC C1 SPECIAL 1 1 Job Mla-Flonda Lumber, BanoW, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 3=-90(F) 4=90(F) 11=-149(F) 13=-149(F) 7 640 s Apr 19 2016 M1ek Industries, Inc Thu Aug 03 13 14 24 2017 Page 2 IDS OpRO5ws414AkYA3UNGXPzr6by-vuMHECulOG6ikRhKBVwmhgDNm_wbLvmrXnMC?TyrZID Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design 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 verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 fabr"jon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Critena, OSBJ1 and SCSI Building Component 6904 Parke Fast Blvd Safety nformation available from Truss Plate Institute, 218 N Lee Street, Suite 312. Ale"ndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T7175131H P1349AC C2 SPECIAL 1 1 Job Reference (optional) Mid-FIaWa Lumber, Banow, FL 7 640 s Apr 19 2016 MTek Intlustnes, Inc Thu Aug 03 13 14 25 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzrBby-N4wfRYvwnaEZMbGWiDR'E2mYXOHd4NF?mR6lXwyrZIC il 1.12 4!H 0-4- 1 N 4-111 1-I 2 3x4 = 3X4 i 4x4 = 600 12 3 4 5 12 11 1 5x4 164 = 4 1-- 4-2-14 0. 01$12 411 Plate Offsets (X Y)— I4 0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 028 TCDL 100 Lumber DOL 1.25 BC 040 BCLL 00 ' Rep Stress Incr NO WB 0.40 BCDL 100 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 'Except' 3-11: 2x4 SP No 3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 12=248/D-3-4, 8=418/0-7-4, 11=729/0-7-4 Max Horz 12=235(LC 6) Max Uplift 12=204(LC 4), 8=-462(LC 8), 11=1159(LC 7) Max Grav 12=361(LC 30), 8=459(LC 30). 11=1154(LC 29) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-4=297/388, 4-5=-272/375, 5-6=-337/388, 2-12=-317/211, 6-8=-450/423 BOT CHORD 10-11=990/1007, 3-10=-848/822 WEBS 3-9=683/602, 6.9=-261/237 Scale = 1,50 0 DEFL. in floc) I/defl L/d PLATES GRIP Vert(LL) 003 8-9 >999 240 MT20 244/190 Vert(TL) -0 05 8-9 >999 180 Horz(TL) -0 03 8 n/a n/a Weight: 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 5-7-13 oc bracing: 10-11. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10. Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft; B=45ft. L=24ft, eave=oft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional), end vertical left and right exposed, porch right 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 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 (1t=lb) 12=204, 8=462, 11=1159. 7) "Semi -rigid pitchbreaks 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) 170 lb down and 187 lb up at 4-11-4, and 185 lb down and 206 lb up at 6-3-4 on top chord, and 242 lb down and 246 lb up at 4-11-4, and 606 lb down and 632 lb up at 6-2-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 11-12=-20, 8-10=-20 Concentrated Loads (lb) Vert 4=83(F) 5=90(F) 9=-149(F) 13=-54(F) 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 parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 — 10/03/2015 BEFORE USE Design valid for use only with MiTektD 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 buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - is akvays 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 ANSVTP11 Quality Criteria, DSB29 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Aleiundna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Milan-1349-A or C T71754305 P1349AC cJ JACK 1 1 Lumber. Banow, FL 7 64o s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 25 2017 Pagel ID S_OpRO5ws414AkYA3UNGXPzraby-N4wfRYvwnaEZMbGWDR?E2mcgON14TW7mR61XwyrZIC 1-ao 1-0-0 2x4 = 10-Q 1-0-0 Scale = 1 7 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 001 Vert(TL) -0.00 6 >999 180 BCLL 00 ' Rep Stress Ina YES WB 000 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=41/Mechanical, 2=22/Mechanical, 3=16/Mechanical Max Horz 1=17(LC 12) Max Uplrftl=-4(LC 12), 2=11(LC 12), 3=-4(LC 12) Max Grav 1=41(LC 1), 2=22(LC 1), 3=17(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 8=45ft, L=24ft, eave=4111, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces iL MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 6) "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 Q WARNING - Verlfy design parameters, and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTekV 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 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 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 ANSIITPII Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HM/Milan-1349-A or C T71754306 P1349AC CJ1 JACK 9 1 31) Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 26 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-rHUlfuwYYuMQ_IrjFwzEmFlmeollpwl8_5rl4MyrZIB 1.0.0 1-0-0 1-0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 007 TCDL 100 Lumber DOL 1.25 BC 001 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC20141TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-8-0, 4=3/Mechanical Max Horz 2=42(LC 12) Max Upltft3=-5(LC 9), 2=-64(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 =171 2x4 = DEFL. in (loc) Vdefl L/d 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 = 20% BRACING - TOP CHORD Structural wood sheathing directly 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; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft; Cat II, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber 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 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 Q WARNING - Vanity doslgn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid 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 verity the applicability of design parameters and property incorporate this design into the overall building design Braong indicated is to prevent buckling 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, we ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T17754307 P1349AC CJ3 JACK 9 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 26 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-rHUlfuwYYuMQ IrIFwzEmFlmWolFpwl8_5rl4MyrZ1B 1-0-0 3-a0 Scale = 1 12 3 2x4 = 0 3-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 008 Vert(LL) -0 DO 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.06 Vert(TL) -0 01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight. 11 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0-8-0, 4=29/Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-34(LC 12), 2=67(LC 12) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft, 8=45ft; L=24ft, eave=4ft; Cat. II, Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load 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 uplrft 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dasrgn paramafara and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 ray. 1010312015 BEFORE USE. Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANSIrrPl1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safaty Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply PmrkSqHm/Milmn-1349-AorC T11754306 P1349AC CJ3A JACK 7 1Job I mio-norwa wmoer. Van—, ri- r —u s npr -'u io mi i ea mousnes, in. i nu .cog w u - a — r rage r ID S_OpRO5ws414AkYA3UNGXPzr8by-JT2PsEwBJBUHbvQvpdUTJTrvcClhYMDIDlbscoyrZIA 1'12 2-11.4 1-1112 2-11.4 Scale = 128 0 6 1 5.4 11 4 U4 = LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in floc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(ILL) 001 5-6 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 001 5-6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0 01 3 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) LUMBER- BRACING. TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 6=198/0-8-0, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=216(LC 12) Max Uplift6=-1(LC 10), 3=52(1_C 12), 4=-170(LC 12) Max Grav 6=198(LC 1), 3=81(LC 17), 4=137(LC 10) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown WEBS 2-5=240/386 PLATES GRIP MT20 244/190 Weight 21 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. 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=25ft, B=45ft, L=24ft; eave=4ft; Cat 11, Exp B, Part Encl., GCpi=O 55, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 2-10-8 zone, end vertical left exposed;C-C for members and forces 3 MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any,other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except Qt=lb) 4= 170. 6) " 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 A WARNING • VwNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 bmang of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 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 Qly Ply Park Sq Hm/Milan-1349-A or C T71754309 P1349AC CJ38 JACK 1 1 Job Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 27 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzrBby-JT2PsEwBJBUHbvQvpdUTJTrxuC1vYMelDlbscoyrZlA 1_I 2-11-4 I 1-412 2-11-4 600 F12 6 4 1x4 I 3x4 = Scale = 1 38 5 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Ina YES Code FBC2014/TPI2007 CS1. TC 010 BC 0.09 WB 009 Matnx-M) DEFL. in Vert(LL) -0.00 Vert(TL) -0 01 Horz(TL) -0 01 loc) Vdefl Lid 5-6 >999 240 5-6 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except BOT CHORD 2x4 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=198/0-3-4, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=76(LC 12) Max Uplift 3=31 (LC 12), 4=-135(LC 12) Max Grav 6=198(LC 1), 3=66(LC 1). 4=55(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=101/295 NOTES- 1) Wind ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 2-10-8 zone,C-C for members and forces 3 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 nonconcurreni 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 except (ft=lb) 4=135 6) "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 Q WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 nv. 1 W07/2015 BEFORE USE Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 WON fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB49 and BC31 Building Component 6904 Parke East Blvd Safety Infonmatlon available from Truss Plate Instdule. 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Mllan-1349-A or C T717543f0 P1349AC CJ3C JACK 1 1 Job Mid-Flonda Lumber, Bartow, FL 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 0.08 TCDL 100 Lumber DOL 1 25 BC 006 BCLL 00 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 1=136/Mechanical, 2=67/Mechanical, 3=32/Mechanical Max Horz 1=49(LC 12) Max Uplift 1 =-21 (LC 12), 2=35(1_C 12) Max Grav 1=136(LC 1), 2=67(LC 1), 3=47(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. 7 640 s Apr 19 2016 MRek Industries, Inc Thu Aug 03 13 14 28 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-nfbn3axp4Vc8D3'15NL?irgO6ybOfHgFRSPKP8FyrZIg 3-D-0 Scale = 1 12 3 DEFL. in floc) Udefl Ud PLATES GRIP Vert(LL) -0 DO 6 >999 240 MT20 244/190 Vert(TL) -001 3-6 >999 180 Horz( TL) 000 1 n/a n/a Weight 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25ft; B=45ft. L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load 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 I 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) 1, 2. 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 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ulf-7473 rev 10/03/2015 BEFORE USE. Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal mi end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Ouallty Crtteria, DSBd! and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1 ParkSqHm/Milar-1349-AorC T71754311 P1349AC CJ4 JACK 1 1 Job Mid-Flonda Lumber, Bartow. FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 28 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-ofbn3axp4VcBD3?5NL9irg03QbLeHgFRSPKPBFyrZl9 4-8-0 4-8-0 Scale = 1 17 3 d_ N 3x4 = 0-4-B 5-0.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 030 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 025 Vert(TL) -0.06 3-6 >908 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.01 1 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-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 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=77(LC 12) Max Uplift 1 =21 (LC 12). 2=-66(LC 12). 3=1(LC 12) Max Grav 1=184(LC 1). 2=124(LC 1), 3=87(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 13=451t, L=24ft, eave=oft, Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load 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, 3 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts 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 WARNING • Varlly design panmatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 raw 10/O3/2015 BEFORE USE. Design valid for use only with MiTeM 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 buckling 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 ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Milan-1349-A or C T71754312 P1349AC CJ5 JACK 7 1 Job Re Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industnes, Inc Thu Aug 03 13 14 28 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzrBby-nfbn3axp4Vc8D3'/5NL?irg04LbMgHgFRSPKP8FyrZI9 i -1-0.0 5-0-0 1 5-0-0 Scale = 1 17 3 2x4 = 5-ao sao LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.25 TCDL 10.0 Lumber DOL 1 25 BC 0.18 BCLL 00 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=1 11 /Mechanical, 2=298/0-8-0. 4=46/Mechanical Max Horz 2=108(LC 12) Max Uplrft3=60(LC 12), 2=-82(LC 12) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(TL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 18 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, 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 4-11-4 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verily W.sign paramal4rs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7477 ray. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 Mrs fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI 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 Qty Ply Park Sq Hm/Milan-1349-A or C T71754313 P1349AC CJA JACK 7 1 sh Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 29 2017 Page 1 ID S—OpRO5ws414AkYA3UNGXPzrBby-FsgAHvyRrpk?rCZHx2WxOuw5a?eiOHVah34zghyrZl8 1-412 0-11-4 1-a12 0-11-4 6 00 F12 nd A Scale = 1 23 1 5 4 4x5 = Plate Offsets (X.Y)— 12 0-2-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 085 Vert(LL) -000 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.39 Vert(TL) -0 00 4-5 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0 10 3 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matrix-M) Weight. 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, except BOT CHORD 2x4 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) 5=160/0-8-0, 3=27/Mechanical, 4=2/Mechanical Max Horz 5=171(LC 12) Max Uplif5=-233(LC 10), 3=-155(LC 12), 4=254(LC 12) Max Grav 5=333(LC 12), 3=110(LC 10), 4=197(LC 10) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat H. Exp B, Part Eric[, GCpi=O 55, MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed,C-C for members and forces S 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) except Qt=lb) 5=233, 3= 155, 4=254 6) " 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 A WARNING - Vwtfy tlaslpn paramafars and READ NOTES ON TNIS AND INCLUDED fill REFERENCE PAGE M11.7473 raw. 10N3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the building 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 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 ANSIRPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Milan-1349-A or C T71754314 P1349AC CJB JACK 1 1 Job Re Mxi-Flonds Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek Industries, Inc Thu Aug 03 13 14 29 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-Fs9AHvyRrpk>rCZHx2WxOLrw7r?gFOHVah34zghyrZl8 1.0-12 1 D-11.4 1-0.12 0-11. 600 F12 Plate Offsets (X Y)— f2 0-2-0.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 200 Plate Grip DOL 1.25 TC 071 TCDL 10.0 Lumber DOL 1.25 BC 0.29 BCLL 00 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014rrPI2007 Matnx-M) 5 3x4 = DEFL. in floc) Udell Lid PLATES GRIP Vert(LL) 000 5 >999 240 MT20 244/190 Vert(TL) 0.00 5 >999 180 Horz(TL) -0.18 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=160/0-3-4, 3=29/Mechanical, 4=4/Mechanical Max Horz 5=44(LC 12) Max Upltft3=-107(LC 12), 4=-140(LC 12) Max Grav 5=181(LC 12), 3=6(LC 10), 4=20(LC 10) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown Scale = 133 7 Weight 12 Ito FT = 20% Structural wood sheathing directly applied or 0-11-4 oc purllns, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf; h=25ft, B=4511; L=24ft; eave=4ft, Cat II; Exp B; Encl , GCpi=O 18; 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) except ((t=lb) 3=107, 4=140. 6) "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 a. Q WARNING - Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rw. 1010312015 BEFORE USE. Design valid for use only with Mi7eke 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 applir bilmy, of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 MIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Iim/Milan-1349-A or C T11754315 P1349AC FT1 SPECIAL 1 n Mid -Florida Lumber, Bartow, FL 4x4 = 7 640 s Apr 19 2016 Mrek Industries, Inc Thu Aug 03 13 14 30 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBbyy2jYUFz3c6tsTM8UUm1Ax5TD1P,?oldskvjpWD7yrZl7 3-9-8 I 7-54 i 11.2-12 1 3-9-8 3-7-12 3-" 3x4 = 3x4 = Scale = 1 19 3 2x4 8 5 2x4 II 4x4 = 0 111-2-12 a 2 3 s e 11-12 3-9-8 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 023 Vert(LL) -0 03 6-7 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 034 Vert(TL) -0 07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 051 Horz(TL) 001 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT 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) 8=1531/0-8-0, 5=1619/0-3-8 Max Uplift8=-520(LC 4), 5=-506(LC 4) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-8=1419/500, 1-9=2573/849, 9-10=-2573/849, 2-10=-2573/849, 2-11=-2616/845, 11-12=2616/845, 3-12=-2616/845, 4-5=255/110 BOT CHORD 7-17=-849/2573, 17-18=-849/2573, 6-18=849/2573, 6-19=-845/2616, 19-20=845/2616, 5-20=845/2616 WEBS 1-7=874/2655, 2-7=779/331, 3-6=-45/391, 3-5=2700/874 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=24ft, eave=oft, Cat. II, Exp B; Eric[, GCpi=O 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 8=520, 5=506. 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 65 lb up at 8-1-7, 155 lb down and 57 lb up at 10-1-7, 271 lb down and 99 lb up at 5-0-0, 271 lb down and 99 lb up at 6-2-8, and 333 lb down and 122 lb up at 1-1-0, and 198 lb down and 73 lb up at 3-1-0 on top chord, and 22 lb down and 12 lb up at 1-1-2, 116 lb down and 41 lb up at 3-1-2. 182 lb down and 53 lb up at 5-1-2, 182 lb down and 53 lb up at 7-1-2, and 182 Ito down and 53 lb up at 9-1-2, and 187 lb down and 47 lb up at 10-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=60, 5-8=-20 Continued on Daae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies r Q WARNING • Verity design panmafars and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE Ml1-7177 nv. 10/03/2015 BEFORE USE Design valid for use only with MiTeM connectors This design is based only upon parameters shown, end is for an individual budding component, not truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Breang indicated is to prevent buckling 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 end property damage For general guidance regarding the IN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, DS849 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 Qty Ply Park Sq Hm/Milan-1349-A or C T71754315 P1349AC F71 SPECIAL 1 Mid-Florda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 30 2017 Page 2 ID S_OpRO5ws414AkYA3UNGXPzrOby-121YUFz3c6tsTMBUUm1Ax5TQ1P?oldskvlpWD7yrZi7 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=333 10=198 11=-271 12=271 13=-178 14=-155 15=-22(B) 16=116(B) 17=182(B) 18=182(B) 19=182(B) 20=187(B) r r Q WARNING - Verily design parameters and READ NOTES ON TFMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. via Design 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 budding designer must verity the applicability of design parameters and property incorporate this design into the overall MW budding design Bracing indicated is to prevent buckling ofindividual 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 RM fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Milan-1349-A or C T11754316 P1349AC J4 JACK 4 1 ah Mid -Florida Lumber, Bartow, FL 2x4 = 4-3-15 4-3-15 4-3-15 7 610 s Apr 19 2016 MTek Intluslnes, Inc Thu Aug 03 13 14 30 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8byy21YUFz3c6tsTM8UUm1Ax5TRpP2_lklkvjpWD7yrZl7 Scale = 1 15 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefi Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 018 Vert(LL) -0 01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 013 Vert(TL) -0 03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) 0.00 1 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matnx-M) Weight. 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=202/Mechanical, 2=97/Mechanical, 3=42/Mechanical Max Horz 1=71(LC 12) Max uplift 1=33(LC 12), 2=52(1_C 12) Max Grav 1=202(LC 1), 2=97(LC 1), 3=67(LC 3) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind, ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18. MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 4-3-3 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) 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) 1, 2. 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 WARNING - V day( Q arNy pit panmalars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7177 rw. 10/03/I015 BEFORE USE i Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANSIrrPl1 Quality Criteria, DSB-19 and BCSI Building Component 69D4 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 Qry Ply Park Sq HmlMilan-1349-A or C T1f754317 P1349AC J5 JACK 4 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 31 2017 Page 1 IDS OpRO5ws4l4AkYA3UNGXPzr8by-BEHwIb_hNQ'?j4WIg2TYPTJ?XgpMlU9vtBMZ31ZyrZl6 2 I 4-11-4 12 4-114 Scale = 1 32 8 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1 25 BCLL 00 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 615x4 II 4 3x4 = CSI. DEFL. in (loc) I/defl Ud TC 049 Vert(LL) -0 03 5-6 >999 240 BC 0.27 Vert(TL) -0.07 5-6 >757 180 WB 0.13 HOrz(TL) 0.01 3 n/a n/a Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=271/0-8-0, 3=133/Mechanical, 4=47/Mechanical Max Horz 6=262(LC 12) Max Uphft6=-1(LC 8), 3=-108(LC 12), 4=-119(LC 12) Max Grav 6=271(LC 1), 3=156(LC 17), 4=124(LC 10) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown BOT CHORD 5-6=296/187 WEBS 2-5=228/361 PLATES GRIP MT20 244/190 Weight, 30 lb FT = 20% Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-D-0 oc bracing NOTES- 1) Wind: ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B; Part Encl , GCpi=O 55, MWFRS (directional) and C-C Extenor(2)-1-0-12 to 1-11-4, Intenor(1) 1-11-4 to 4-10-8 zone, end vertical left exposed,C-C for members and forces 3 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) 6 except Ot=lb) 3=108 4=119 6) "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 - Vrlfy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N167473 rev 10/03/2015 BEFORE USE. aeaeed Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and its for an individual 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 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 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 ANSIITPII Clualrty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ale andna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply rSq Hm/Milan-13a9-A or C Ps, T11754316 P1349AC J7 JACK 13 1 Mid - Florida Lumber, Bartow, FL 7 640 5 Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 31 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-BEHwib_hNQ714Wjg2TYPTJ?WNpLZUB?tBMZ31ZyrZl6 1- 0-0 7-0-0 3x4 = LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 052 TCDL 100 Lumber DOL 1.25 BC 037 BC LL 0 0 ' Rep Stress Incr YES WB 0 00 BC DL 10 0 Code FBC2014lrP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=157/Mechanical, 2=397/0-B-0, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-85(LC 12), 2=-99(LC 12) Max Grav 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 7. 40 7- 0-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert( LL) -0.06 4-7 >999 240 MT20 244/190 Vert( 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, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=24ft, eave=oft, Cat. II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to 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 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev 10/03/2015 BEFORE USE. It - Design valid for use only with MiTekm 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 verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Braung indicated is to prevent buckling 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 ANSIrfPl1 Quality CAteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hm/Miian-1349-A or CT1P1349AClolyKJ5JACK1 Mid-Flonds Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Industries, Inc Thu Aug 03 13 14 32 2017 Page i IDS OpRO5ws414AkYA3UNGXPzr8by_gOrlvx_J8k7aiglscB4eOWYgrDd7DZV1N01dHOyrZl5 i -tip 3-5-86-11-1 1-1i0 3-5-8 3-59 Scale = 1 32 8 8 5 2x8 3x4 = 6x6 = 3-58 511-1 3S8 3-59 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.60 Vert(LL) 005 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.60 Vert(TL) 005 7-8 >999 180 BCLL 00 ' Rep Stress Incr NO WB 0.30 Horz(TL) -001 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlbns, except BOT CHORD 2x4 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. REACTIONS. ( lb/size) 8=315/0-11-0, 4=90/Mechanical, 5=150/Mechanical Max Horz 8=261(LC 8) Max Uplift8=817(LC 4), 4=-49(LC 24). 5=-532(LC 8) Max Grav 8=717(LC 21), 4=102(LC 17), 5=441(LC 22) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=536/596, 2-9=-379/404, 3-9=-298/327 BOT CHORD 7-12=-416/326, 6-12=-416/326 WEBS 2-7=498/557, 3-7=-434/319, 3-6=-550/701 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Part Encl , GCpi=O 55, MWFRS (directional), end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (1<=lb) 8=817 5= 532 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) 168 lb down and 217 lb up at 1- 5-12, 168 lb down and 217 lb up at 1-5-12, and 110 lb down and 81 lb up at 4-3-11, and 110 lb down and 81 lb up at 4-3-11 on top chord, and 191 lb down and 255 lb up at 1-5-12, 191 lb down and 255 lb up at 1-5-12, and 128 lb down and 178 lb up at 4-3-11, and 128 lb down and 178 lb up at 4-3-11 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=60, 2-4=-00, 5-8=-20 Concentrated Loads (lb) Vert 9=75(F=37, B=37) 11=5(F=3, B=3) 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 THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10,V3/2015 BEFORE USE. Design valid for use only with MiTek/o 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 verrty the applicability of demon parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 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 ANSVTPH Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fain Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra. VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply 1ParkSqHm/ MiI2n-1349-AorC T71754320 P1349AC KJ5A SPECIAL 1 1 Lumber, Barlow, FL. 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 33 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-BdPg7H?xv1FRKgt3AubtYk5gtcOSy2DAbg2ApSyrZl4 112 13-9 6-3-911- 1-Cr. 6- 12 339 3-0-1 7-7 424 12 Scale = 1 45 0 I IU 9 15.4 II 3x4 = 3x4 - 9 339 341 7- Plate Offsets (X.Y)— 12 0-3-14.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 064 Vert(LL) 003 10-11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 034 Vert(TL) 003 10-11 >999 180 BCLL 00 ' Rep Stress Incr NO WB 015 Horz(TL) -0.09 9 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight, 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals 7-9 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 8 2-12 2x6 SP No 2 REACTIONS. All bearings Mechanical except (jt=length) 9=0-10-4, 13=0-4-10. lb) - Max Horz 13=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 5=-145(LC 8), 9=-290(LC 8), 13=-674(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 9 except 13=462(LC 29) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=177/317 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 8=45ft; L=24ft, eave=4ft, Cat 11, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (ft=lb) 5=145 9=290,13=674. 7) "Semi -rigid pitchbreaks 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) 155 lb down and 203 lb up at 1-4-15, 52 lb down and 168 lb up at 1-4-15, and 92 lb down and 63 lb up at 4-2-15, and 70 lb down and 41 lb up at 4-2-15 on top chord and 191 lb down and 255 lb up at 1-4-15, 14 lb down and 142 lb up at 1-4-15, and 128 lb down and 178 lb up at 4-2-15, and 41 lb down and 144 lb up at 4-2-15 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (ptf) Vert 1-2=60, 2-4=-60, 9-11=20, 5-7=-20 Concentrated Loads (lb) Vert. 14=75(F=37, B=38) 16=5(F=3, B=2) 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rav 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional tempwary and permanent bracing 1s always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the WER fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Crttena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C I T71754321 P1349AC KJ6 JACK 1 1 Job Mel-Flonda Lumber, Bartow, FL 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 047 TCDL 100 Lumber DOL 1 25 BC 033 BCLL 0.0 ' Rep Stress Incr NO WE; 0.00 BCDL 100 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 1=277/0-11-0, 2=142/Mechanical, 3=70/Mechanical Max Horz 1=70(LC 8) Max uplift 1 =-59(LC 8). 2=65(1_C 8) Max Grav 1=277(LC 1), 2=142(LC 1), 3=98(LC 3) 7 640 s Apr 19 2016 1 Industries, Inc Thu Aug 03 13 14 33 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-8dPg7H?xvl FRKgt3AubtYk5tac0ey4UAbg2ApSyrZl4 Scale = 1 15 3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.04 3-6 >999 240 MT20 244/190 Vert(TL) -011 3-6 >628 180 Horz(TL) 001 1 n/a n/a Weight. 18 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. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=4ft; Cat. II; Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcunrent 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 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) 51 lb down and 11 lb up at 1-5-15, 51 lb down and 15 lb up at 1-6-1, and 70 lb down and 44 lb up at 4-3-14, and 71 lb down and 47 lb up at 4-4-0 on top chord, and 7 lb down and 2 lb up at 1-5-15. 6 lb down and 7 lb up at 1-6-1, and 17 lb down at 4-3-14, and 19 lb down at 4-4-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 3-4=-20 Concentrated Loads (lb) Vert 9=-4(F=-6, 13=2) 10=-12(F=-7, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Velly design p.—Biers and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 10/03,7015 BEFORE USE. Design 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 verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary antl 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, we ANSIrrPlt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East BIM 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 HnVMilan-1349-A or C T77754322 P1349AC KJ7 JACK 4 t Mod -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Thu Aug 03 13 14 34 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-cpz2KdOagLNHx_SFIc665xd4hOLChSOJgKnkMuyrZl3 1-5-0 5-2-5 9-10-13 1-6-0 5-2-5 4-8-7 Scale = 122 3 2x4 = 1x4 11 5 3x4 = 52-5i 52-5 9-10-13 4-8-7 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 038 Vert(LL) 0 03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 044 Vert(TL) 0.09 6-7 999 180 BCLL 00 ' Rep Stress Incr , NO WB 0.34 Horz(TL) 001 5 n/a n/a BCDL 1100 Code FBC2014lrP12007 Matnx-M) Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No-2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=130/Mechanical, 2=522/0-11-5, 5=314/Mechanical Max Horz 2=142(LC 8) Max UpIi t4=-70(LC 8), 2=148(1_C 8), 5=-69(LC 8) FORCES. (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-743/124, 11-12=-706/132, 3-12=-664/134 BOT CHORD 2-14=-206/666, 14-15=-206/666, 7-15=-206/666, 7-16=-206/666, 6-16=-206/666 WEBS 3-7=0/258, 3-6=723/224 Structural wood sheathing directly applied or 6-0-0 oc purllns. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11, Exp B, Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ut=lb) 2=148 6) "Semi -rigid pdchbreaks 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) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 lb down and 44 Ito up at 4-4-12, 70 lb down and 44 lb up at 4-4-12, and 93 lb down and 77 Ito up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 Ito up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 17 lb down at 4-4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert. 13=53(F=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-35(F=-17, B=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - VeN1y design parameters and READ NOTES ON TWS AND INCLUDED 11i REFERENCE PAGE MI1.7473 -. 10/03/2015 BEFORE USE. Design valid for use only with MiTelem 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 verity the applicabildy of design parameters and property incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling 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 ANSIRPI1 Quality Cnterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-tits' For 4 x 2 orientation, locate plates 0- 'lid' 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/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS Ct-2 C2-3 o WEBS N4OO Uit a cs O0 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 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 MII-7473 rev. 10/03/2015 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 altemative Tor I bracing should be considered 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8 Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13 Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, d 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 protect 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 ANSUTPI 1 Quality Criteria. RECORD COPY City of Sanford Building and Fire Prevention Product Approval ification Form J\ p G 1 7- 7 8 8 6 SPNF09-1zPermit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Cod -3, pleas provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be.obtained at www.floridabuildinci.orci. 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 1 Category / Subcategory Manufacturer Product Description Florida Approval # decimal 3. Panel Walls including 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 Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels 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 YL _ t F T S • 4 • n eta..` + rt 'd n 7., s •'=F_, V rA BCIS Home Log In User Registration ! Hot Tope Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map I Links Search j b 3 go Product ApprovalMUSER. Public User cncx dr+•c Gauvu',:.c:n Product Approval Menu > ProduR or Aoolicabon Search > Application List > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 20Z, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R7 Eouiv of STANDARDS (a) Ddf http://NAww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/ 13/2016 12/13/2016 10/21/2016 12/15/2016 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 6871.1.1)df 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 887 1. 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 11 (a) INST 8871.2.pdf 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 Rustic" Series 3'6 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 I1 (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 ")" 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 8871.4.1)df 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.pdf 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 (a) 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" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidellte (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (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.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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.Ddf 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 8671.7 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 "J" 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 "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (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 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series 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 8871.9.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us r 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida... Privacy Statement Accessibility Statement .. Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address If they have one The 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: rM 95 LM-- 0 http://v,ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Cred€t Card Safe http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ"Dgty3Ij Wak2nHrp... 9/13/2017 THERMANTRU 0 THERMA TRU DOORS 1 1 6 INDUSTRIAL 0R., EDGERTON, OH 4351 7, SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT`' I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT'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'NVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x slud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviale from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Ovtsw ng configurations using coastal sill item #4 under active doors meet water infiltration requirements for'NVHT'. 8. Insuring configurations and outswing configurations using sill item #5 under the door do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET 0 DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details (Smooth star) 3 Door panel details (Fiber classic) 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X buck masonry construction 7 Frame anchoring - IX buck masonry construction 8 Bill of Materials & Components 37.75" MAX. FRAME WIDTH Fr_ 36.00" MAX. PANEL WIDTH m W JW LL X X o m P T cT6VERALL'_' kgESIG- N PRESSURE_ (PSF). 7DOORTYPEs acttSWlNG;r RA ME--*- NEGATIVEDIMENSIONS=-SIJIVE_fl SMOOTH INSWING 37.75" x 98.00" 80.0 80.0 STAR OLITSWING 37.75" x 96.50" 80.0 80.0 FIBER INSWING 37.75" x 98.00" 80.0 80.0 CLASSIC OLITSWING 37.75" x 96.50" 80.0 80.0 See Sheet 8 for design pressure fimlations. DAM 05/22/08 Z srxc: N.T.S. ow m' cHx. BY: LFS 3 DRWM No FL-8871.5 0 v sHM 1 or 8 43 • • y- n 46 47 41 EXTERIOREC y N': e, Zin it 4"it 0 d rn Z O au 0 U N •; z INTERIOR q6 42 g ? Z j U Ern • 46 L C W 2 ~ 'm dad 1 HORIZONTAL CROSS SECTION 0 E o = I a V) 41 0 50 o e ° TYP 4 j3 CORNERS m o OF PANEL o EXTERIOR INTERIORo a a L D I +2 for RAIL ,3 LOCK Slllf I mrDETAILA -A J U DOOR 1ANEL Smooth star 41 0 a N U 00000000 42 • W O 0000000 O 00000000 a- Ln 0000000 47 h N ryj 44 00000000°I.IB" r o o, 00000000 I Iss" W 000 000 46 46 > A A 0000000 O ;. _ 00000000 v1 0000000 q5 b N N 000000000000000 m gal 00000 l/ h N Q 0000 O 00000 0000000 LLB 7 NINGE STILE ,5 BOTTOM RAIL = 00000000 28.867.OPENx z 0 2 VERTICAL CROSS SECTION an: 051221080000000oAREAMAX. 0000000 45 2 501LE N.T.S. ° 00000000 00000000o DN0' ` DWS m CM er: LFS ; OMWM NO, DETAIL A -A m Panel reinforcement FL-8871.5 0o NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42( s w 2 or 8 p 64 66 67 61 EXTERIOR L DETAIL A -A J o DOORPANEL 60 F , classic 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Panel relnlorcement INTERIOR 1 HORIZONTAL CROSS SECTION 3 TYP. 4 CORNERS OF PANEL o. 62 i0I RAIL dJ LOCK STHE HINGE STI[f 65 SOTTOM RAIL 28 86% OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE )SG >= 0.42) EXTERIOR Nvoy, ci c b Z.r nN i Y. i 4' Q o m i.''•.......•\. ryGJ:<crnn N >G n m r Pvo1 0 0n 0 zG V N 0 V Z V Z 0 V Em 9mopoa s4 E0oZ W INTERIOR VERTICAL CROSS SECT ON 3 Z 05/22/08 N.T.S. eY: DWS BY: LFS 3 NING NO.- a FL-8871.5 cc rr 3 OF 8 p P A ZZ55 C e • r, iv = 2 q` Z Fs o n i 9 B II VN •• i oZ u 19 INTERIOR 10 1 g 08`9moa 4 m n `a v o 1 E oZ 2 v 4 e 3 4 0 EXTERIOR 40 e • O o 18 14 G zw 60 A I m Nv. c E W vi N =o E d 1-1/,"MIN. 03 7 chi tmu. pYP.) j oD0 6 B o a a 5 5 5 5 3 HORIZONTAL CROSS SECTION m4Shown L L 0.15" 0.15' u e CSINK CSINK ITYP.ITYP.) P 8 9 9 8 O owl 0 N U a a o 10 10 CrNr V) INTERIOR INTERIOR o OO o e• L 0 wI-' s o 0 Z Zzl nhN e zz p N p nN.-ze u° n 12 12 40 EXTERIOR EXTERIOR 40 14ep+IE 05122108 z L C 11 60 60 C 16 sC4LN.T.S. oxc BY. DWS m' 1- I14"MIN. E F1v16.( TYP.) LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1- 1/4"MIN. EMB ( Typ) DRANO, 4 Outswing shown - inswing 4 Outswing shown - Inswing FL-8871.5 0 a also approvedadoapprovedsH[tr 4 o, 8 9 EXTERIOR 11` `yf' "" "' INTERIOR VERTICAL CROSS SECTION Oulsw ng shown - Inswing aho onnroved EXTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHT' water infolration requirements INTERIOR iC EXTERIOR .... f""' INTERIOR 1 VERTICAL CROSS SECTION Shown w/1Xsub-buck EXTERIOR INTERIOR VERTICAL CROSS SECTION sInweg ec,.n1 etl for "HVHP water infiltration requirements Y`•. 6j`` i = of n EXTERI R rrrt Pi", s ` EnZ CONTERIOR0trssoaar.. z v Z OZCi id 40 aaW't q`fnmaa 5 60 v 9 Z Ow o LL 0 VERTICAL CROSS SECTION 5 Outswing configuration see general notes, sheet I for "HVHZ' water infiltration requiremenfs INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION J Ouls Mng configurationseegeneralnotes. sheet I for •NVHP water infiltration requirements E N.T.S. e: DWS BY: LFS nao NO, FL-8871.5 5 or 8 ill MASONF OPENINI 2X BUCI BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morlar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: z< zC, m n V 7 z n i0 iTSUN•; 6 UvZOz'Ilk m• N TMP' HEAD b Em 7m aMASONRY OPENING JAMBS v. a D 4: c 6oz xd cW3a j FRAME NO 1 2 C En UN Z ij— O z y 2X BUCK r m mo Z L Wu wONW C v) J o YY a mm a HINGE JAMI FRAME ANCHORING Masonry 2X buck construction ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE'' ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCONo ELCO m 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL STRIKE JAMI LATCH L DEADIOLT DETAIL E• N.T.S. rr, DWS rr: LFS NINO No: FL-8871.5 n 6 Of 8 3ri 0 i TYP. HEAD i'i P `\z CS; d JAMBS hlT ffltt u N ozzZV MASONRY E OPENING ` a "g m a a 4 E o U N O 17 x In c o FRAME 15 G o mj s m = owo IX BUCK 0 m LATCH rR DEADBOLT DETAIL w o o N Um ZiW4 • a`v_i HINGE JAMB STRIKE JAMB ! CONCRETE ANCHOR NOTES: FRAME ANCHORING 11 0 0 0 1. Concrete anchor locations of the comers may be adjusfed to maintain the m1n. Masonry IX buck construction 11 Ca k' edge distance to mortar/oinfs. 1-1 Ow n. a2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to L 12 ° z malntaln the min. edge distance to mortarjolnts, additional concrete anchors 1D n w n may be required to ensure the "MAX. ON CENTER" dlmenslon are not exceeded. ro i 3. Concrete anchor table: 12 w o O N j 12 _zo u e+h 5122108 i SrL E HINGE DETAIL N.T.S.N DWS m' owc er: cHx er LFS 3 WOOD SCREW INSTALLATION NOTES: DRAMNO NO.: rc I. Maintain a minimum 5/8" edge distance, I"end distance, d 1"O.c. spacing of FL-8871.5 0 wood screws to prevent the splitting of wood. 0 SHM 7 OF 8 N ANCHOR ANCHOR MIN... MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE - EMBEDMENT TO MASONRY - TO ADJACENT EDGE "- ANCHOR -- ITW 4' 4" TAPCON* ITW 3/ 16" 1.1/4" 3" 1.1/2" TACONm BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G VIC X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 110 X 2-1/2- PFH WOOD SCREW (I. IS- MIN, EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 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 ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 H 10 X 3/4" PFH SCREW ' STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 18 X 2-1 /2" PFH SCREW STEEL 17 88 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR) 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 0.137' THK. FIBER CLASSIC Fy = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL (FIBER CLASSIC) 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 FOAM CORE POLYURETHANE N O d HEAD L SIDEJamb 1 THRESHOLD Inswing adjustable 3 THRESHOLD Inswing sell -adjust 5.75" o , ' 5 /HRESHOID Oulswirg standard L (- 5.85" I THRESHOLD Inswing adjustable 4 THRESHOLDOutsvMgcoastal THRESHOLD huvAng MAX. DESIGN PRESSURE_ +/- 50 PSF n p:J n 0-2inn J Oro m on mi U N '• a Z O Z U E01 m cOw H 5 ora m Lt w o oZ v w SCALL N.T.S. orc. BY. DINS CHs. rr: LFS wwm No! FL-8871.5 STEM L OF 8 Florida Building Code Online Page 1 of 3 ro F'i' J.,'yi:r F .y...< • `.. :.. ...' l4ir.r c i, f , S BCIS Home j Lop In I User Registration Hot Topics ( Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links Search j b3 Product Approval rnr.f di USER. Public User i; cau wpa:n, Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15332-R3 Revision 2014 Approved G MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer I ; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 6 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 FL15332 R3 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/29/2015 10/30/2015 11/01/2015 12/15/2015 08/11/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"xB0" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00500D.pdf 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 510807C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 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.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.pdf 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 II 08-02248B Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.Ddf 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 08-022496.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Ddf 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 08-022506.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 5129705.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 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 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 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00501D.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 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH85 72gvdWldk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf 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 FL15332 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 FL15332 R3 AE 510809C.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 FL15332 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 FL15332 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Contact U5 :. 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AkEEO employer. 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Product Approval Accepts: M co ® 22 Credit Caro - Safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH 85 72gvdWIdk... 9/7/2017 REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L 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. 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 REQUIRED 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 EQUAL OR GREATER THAN 1 0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RAT10 = 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, 33KS1 OR ALUMINUM 5063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS OX. XO, XX, XP, PX, XIP, PIX SIGNED: 1012312015 IVII WINDOWS LLC 00 LPARKWAY LAKESIDEHST FLOWERMOUND, TX 75028 v••G J+ TABLE OF CONTENTS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 06 96" x 96" k SHEET NO DESCRIPTION NOTES STAT 1 NOTES I NO O. ii.c•S(pR10; DRAWN. DWGREv08B 9OF Sj11NA4 — 10 INSTALLATION DETAILS scA E NTS DATE 10/30/ 1 3 SHEET ET 110 11\?\\ 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX L 17" MAX _ IOC 6" MAX 17" MAX O.0 96" MAX FRAME HEIGHT 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.0PSF NONE SEE CHARTS k1 AND k2 FOR OTHER UNITS RATINGS 6" MAX REVISIONS ` REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. B REVISED INSTALLATION DETAILS 08/03/15 R L. CHARTNI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psi Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 48.0 60.00 72.00 84.00 96.00 In) Pos I Neg Pos Neg Pos Neg Pos Neg 84.0 400 584 400 50.9 400 457 400 420 88.0 400 552 400 480 400 430 394 394 92.0 400 524 400 454 400 406 37.1 37 1 96.0 400 498 400 431 384 38.4 350 350 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (ps/) Franc Height Single Panel and Total Frame Width (in) 30.0 36.0 42.0 1 48.0 in) 60.00 72.00 84.00 96.00 Pos I Neg Pos Neg Pos Neg 64.0 58.4 584 509 509 45.7 457 88.0 552 55.2 480 480 43.0 430 92.0 52.4 524 454 45.4 40.6 406 371337.1 95-D 49 8 49 8 43 1 43 1 38.4 38 4 CHART N3 Number of anchor loco tions required Frame Single Panel and Total Frame VNdlh (in) Height 30.0 36.0 42.0 48.0 60.0 72.0 84.0 96.0 In) H6S IJamb HdS Jamb HdS Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 61 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 SIGNED: 1012312015 AND LLCMIWI9oo0W1<Es DD PARKWAY 9 .11/D 9/// FLOWER MOUND, TX 75028 v,•GEN'T ,(p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 05 AI1' *= 96" x 96" Q' ELEVATION TAT OFgip•• 5 E W DRAWN DWI; NO REV 6 iiDR1D* G`\ OS B 7%/,/NAl1E0` SCALE NTS DATE 10/30/13 SOEET290F 10 9 M FR, HEI 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX , 17" MAX OC I 6" MAX 17" MAX OC 5" T 4X WE SHT 6" MAX 6" MAX 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 REQUIRED t35.OPSF NONE SEE CHARTS NI AND d2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R L. CHART#4 Number o/ anchor locations required Single Panel and Total Und VNdth (In) Frame Fleghl 30.0 36.0 42.0 46.0 n) 60.0 72.0 64.0 96.0 Hd5 Jamb HdS Jamb HdS Jamb H&S Jamb 64.0 4 6 5 6 6 6 6 6 66.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 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" FIN ELEVATION DRAWN 11WG NO REV V.L. 08-02249 8 SCALE NTS IDAIT 10/30/13 SNEET3 OF 10 SIGNED: 1012312015 1/2" MIN. EDGE DISTANCE 1 3/8" MIN WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT JIN cvut VIJTANCE REVISIONS ' DESCRIPTION DALE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L 1 3/8" MIN 1/4" MAX EMBEDMENT SHIM SPACE 17- INTERIOR 1/2" MIN EDGE DISTANCEI 4r mi I a p10 WOOD SCCREWREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY o%%l1111//L/2i 5?. ..Wt / FLOWER MOUND, TX 75028 v •*\GEIV6FgiP SERIES 420 SGD REINFORCED WITHOUT ADAPTER p 96" x 9 fl* er'• FRAME INSTALLATION DETAILS TXOFT• 1t4i`= DRAWN DWGNO. REV 08 e SCALE NTS °ATE 10/30/13 SHHEET490F 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. I EDGE DISTANCE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE OR LING SILL TO BE SET IN A BED OF APPROVED SEALANT F_- 3/4" MII EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 05/03/15 R L. 1 /A" 11AV 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 DWG NO R V.L. 08-02249 SCALE NTS IDATE 10/30/13 Is"EET5 OF 10 SIGNED: 1012312015 2 1/2" MIN EDGE DISTANCE 1 1/4" MIN e EMBEDMENT CONCRETE/ ° MASONRY BY OTHERS 1/4" MAX SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR 1111 I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/4" MIN EMBEDMENT a a ' 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L 1 1/4" MIN EMBEDMENT 2 I 1/4" MAX. SHIM SPACE M E IDIST 3/16" TAPCON CONCRETE/MASONRY BY OTHERS tiv OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR J 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 ACGORDANCE WITH AS TM E2112 SIGNED: 1012312015 MI WINDOWS LLC 00 LLAKESIDE PARKWAY FLOWER MOUND, TX 75028 v••GENS D 6 * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 9OFRAMEINSTALLATION DETAILS 0 , TAT OF s OR10P •G\\\\ DRAWN DWG NO REVV. L 08 B SI IVAi1N X\ 502E2690F 10SCALENTSDATE10/30/13 1/2" MIN EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR IU LI_IJ INTERIOR 0 BE SET IN l OF VIED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN 1ENT 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 1 3/8" MIN EMBEDMENT 1/ 2" MIN EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 / 4" MAX. SHIM SPACE REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI D LLC 1900oWSLLAKESIDEPARKWADOORSYFLOWER MOUND, TX 75028 v••\GENS B1 py6) 261/ * SERIES420SGDREINFORCEDWITHOUTADAPTERFLANGE INSTALLATION DETAILS 0'', SSTATOF i0. ivy inS (QRlpr G\`• DRAWN DWGNO. REV V.L. 08 B S/OWAL1Ea\\ 502249 DATENTS10/30/13 7 OF 10 3/4" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MII EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS t /A" \IAV REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/1-9 R L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 5 R• L p/ij GENSF 9J,% v SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0, 6 6 9x 96" FLANGE INSTALLATION ALLATIONDETAILS 0 • TAT OF 0• F DRAWN DWG NO 08 02249 REV B i FS . 0 RIOT; i js 0 A'Ea SCALEDATENTS10/30/13 8 OF 10 2 1/2" MIN EDGE DISTANCE 1 1/4" MIN. e EMBEDMENT CONCRETE/ MASONRY MAX BY OTHERS r SPACELSHIM OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II I 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. e• EMBEDMENT REVISIONS ' DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R L. 1 1/4" MIN EMBEDMENT T— I • r 1/4" MAX SHIM SPACE 2 1/2" ° MIN ` EDGE DISTANCE I 3/16" TAPCON e CONCRETE/MASONRY BY OTHERS . a v INTERIOR 5 IT" ail C EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 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 2 1/2" MIN SIGNED: 1012312015 EDGE DISTANCE VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC R• L0/, CONCRETE/MASONRYINSTALLATION 1900 LAKESIDE PARKWAY S 9,p FLOWER MOUND, TX 75028 v •\GENs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0, 6 261 * ST x 96" FLANGE INSTALLATION DETAILS OO,• TAT OF • sty= DRAWN DWG NO REVF QR10'. G,\' V.L. 08-02249 B SCALE NITS°A 10/30/13 SHEETS OF 10 7I 11111111++\ vvu --IN BY OTHER 1 M EMBE APPROV SEALA BEHIND 8 WOOD SCREW APPROVED SEALANT BEHIND FIN M8 WOOD SCREW 1 , 1/4" MAX 7/16" MIN EDGE DISTANCE , JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE p II INTERIOR EXTERIOR INTERIOR TRIM REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL B REVISED INSTALLATION DETAILS 08/03/15 R L 1 5/8" MIN. EDGE DIST. I TRIM 174- 1/4" MIN INTERIOR EMBEDMENT MASON RY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 11X BUCK TO BE PROPERLY SECURED 1 7APCONTAPCO EXTERIOR PANEL INTERLOCK MASONRY/CONCRETE 1/2" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS DISTANCE MIN DISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD SCREW 10 SELF DRILLING SCREWNEPAL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION I I I I I I I 2X BUCKWOOD FRAMING METAL STRUCTURE III`flll lllJlll SIGNED: 1012312015IIIIIIIIIIIIIIII MI Ntl D LLC I ILro VERTICAL CROSS SECTION PDOOR YOOOWSLAKESIDARKWA\\\\\519 WOOD FRAMING OR 2X BUCK INSTALLATION FLOWER MOUND, TX 75028 v •GENS,: 9,j, FOR SILL INSTALLATION SEE SHEETS 4-9 SERIES 420 SGD REINFORCED WITHOUT ADAPTER oy6125 1t= NOTES 96" x 96" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY NAILFIN do HOOK INSTALLATION DETAILS O0 TAT OF tv 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE DRAWN DWG NO RE DESIGNED IN ACCORDANCE WITH ASTM E2112 XN.•' iQR1Q*••`\ V. L. 08-02249 BV Po AI. SCALE NTS JDATE 10/30/13 1 SNEET10 OF 10 I1111111\\\ Florida Building Code Online Page 1 of 6 w• . _, r ,; ..';ICI = lic r. BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts i Publications I FBC Staff 1 BCIS Site Map Links Search j b a d Le-% r Product Approval rLW USER, Public User Product Approval Menu > Product or Application Search > 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 shamilton@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 Eauly 20150319 - FBC - DASMA 108 eouiv.odf FL15279 R4 Eauly 20150319 - FBC - DASMA 115 eaulv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/10/2017 Summary of Products Go to Page = (0 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 54G, 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). i ii t) Page I/80 0 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) WINDCODEO W3 Garage Door 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 FL15279 R4 II 101655-Rev12.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-IA471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GDILP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDISP, EDILP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-Rev0l.pdf 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, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 6130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W3 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: N/A FL15279 R4 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104175-Rev0l.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: 15279.4 004 W3-16 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/-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). 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) WINDCODEG W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Rev13.1)df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports Created by Independent Third Party: 15279.5 005 W3-16 DSIE-1A471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF 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 oroof of contract and Droof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 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, WINDCODEO 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/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B,55S,4RST,6RST,4RSF,6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The 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 proof ofinspection.pdf FL15279 R4 C CAC W3 Listinq Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104168-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) 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 mspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Rev12:pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE® W4 Garage Door 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101652-B-Rev11.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, 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, MR 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 df Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZ 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 FL15279 R4 II 103969-B-Rev02.pdf 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-1F171: 9200, Double -skin Insulated PUR (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). 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone 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 FL15279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listing Intertek,pf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 104183-RevOl.pdf 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 27ga, min.) 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 ofinsoection. Ddf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 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-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEG) 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. 15279. 13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR41_V, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV 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. 15279. 14 Certification Agency Certificate FL15279 R4 C CAC Letter with Droof of contract and proof of insoection.pdf FL15279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 300159-B-Rev16.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car ( up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and proof of inspection odf FL15279 R4 C CAC W4 Listing Intertek.ndf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL1527R4 II 103466-B-Rev06.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: 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-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: 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) WINDCODE(& W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.)df FL15279 R4 C CAC W4 Listing 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 of inspection.odf FL15279 R4 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-5-Revl3.1)df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-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(D 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 Listina Intertek.odf 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 FL15279 R4 II 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: Coach m a n/Settl ers/Affi n ity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing 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-11`171: 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 HVHZ: 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 Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection pdf FL15279 R4 C'CAC W4 Listing Intertek.o J f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103046-Rev07.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listinq Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-Rev0l.pdF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgv3yVVKJZI 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 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; FR,'d ge/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 FL15279 R4 C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing 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 II 104457-Rev02.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: 15279.20 020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 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.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek Odf Design Pressure: +24 PSF/-24.5 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 FL15279 R4 11 101711-B-RevI5.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page = a Back Next a 10 Page l / 8 0 42 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 mad 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 455.275(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 5 , please click here . Product Approval Accepts: 77-77 ® W wheel M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgv-yVVKJZ 1 QR... 9/7/2017 KISEL AF M EUMN rAwnA¢ rats• wro rANa vmss smn t 1! n ra 2! W Des CTGFAT 77. G57SY, TN wIST QJ]V VMSARTMTRP AR7s AASV W CMt1A0E FM[' Ems 1>nsv 1 SECTWNS 4 OF IFNB I VOTH 0 F ]INTERIM. REV BITE D[7LI@Tml 4 SHEET 1 OF 2 a 11/30/07 ADDED EAMIDED HEIGHTS. COMBINED CU]PAY, HOLME% AND VM m S m 10 a of ADDED 42W. 4EE. 55S v I Iry yY41570 TO 11_ 10 1 ADDED /F 4 4 13 ADDED 'CNOWGE HOUSE' 13,190 S DDORS 17 10 WHITED MODEL TAI L IMx ttcT n a• 14 1 13 REVISED 1fSlD 5® TALE FOR ASCE7-10. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT 15 4 12 ADDED WPACT RESISTANT 0P11011. RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE S 42-1/. SAPACRESISTANTATT/Om TOfHL DC a RESISTANT GLAZING Is 21-5/5'A14-11h1/°'. Y . 2) sM u 1Ns 1 1 OIIE 1. E aI IE]ffi6'IDN. 1CJ p O 1F A M Iwl DW S14A A1TAMm 70 DOw1 Sal WN M EN= TOO-L-M STSI'M OW. ODIIW • c m} Iw V" V tN[ Mw wl D imi L wIO' Jt MU-4 l ru NI.. SHIP LAP JOINTS.- mm 1GODD WIDIYL CIF CAM A WTI. 111. I. lGIX rOWfal IMs. 00011 .DDT - t4'-0' 11 LDMmu LkSSCSAMSNSO)-ft it w10SIL Z HMME SHOW MMFD-rM4L M AM NT1101m. EEML lLTE!! If DENSITY POLYSTYRENE FOAM INSULATION 1- SIiACKER (INNSULATED ICKWITHNMODELS NYLR0" 0 r leQ urmIwmawtTSTeale25 CA MIN. GALV. STEEL SKIN WITH A'BAKED-ON PRIMER, AND A BAKED -ON POLYESTER tww ti• ]M L= TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. MIMI 7IM1117miI NIN71117IM71 Im iml SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. DESIGN ENGNEER MIA( WESTERFIETD. P. FLORIDA P E 454SS, NC P.E. jL577, TEXAS PE /51517 TIC DDwt 1aM w a®M mae tdr IDA M fDa 161fD a E®.fw x1 M wplp\ LL1xwM .M MAw4 lm[ A M IIWwIDw1M. wwOM WO[ (wam fw Afm- t4) raN M IwEDAsw aallwww U wtcl® wwTww. L IIDw1 Ib e a tNEM w Dw 3wL al AAE ADa wnn. No o ialsw w ADDOMwa wM wz taa wM-Eve aMuow n A an. 11 smla Iw1 vru. AID m li N m u° 3. c.AD. s.c tic tuN wa NI>Dlt r n le Is s SECTION A -A (SIDE VIM 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEI D STRENGTH: 50 KSI I f- 2' THICK _I 3' Clopa MPG: PAN-2F1 a1tE1 1/3/97 Building Products °MA5°so ' ON 3; o JAC Company ( 513) 770-4800 CKES ST. CWM (. 1.IA. U. AN 15.11r E...m4. MWW PPI R WA L 15 279 3 1- 7/A• 12 GA GA1LV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14x5/ 8" SHEET METAL CREWS. 14 GA. GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /14.5/6' SHEET METAL SCREWS AND (4) 1/ 4-x3/4' SELF TAPPING SCREWS. SEE VIEW W. 7\ 3' TALL x 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION. ETC.). EACH U-BAR ATTACHED WITH ( 2) 1A413/4' SELF TAPPING SCREWS PER SALE LOCATION. 13 GAL GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /14.5/5' SHEET METAL SCREWS. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF t -24.5 PSF TEST LOADS: +35.0 PSF k -37.0 PSF tED101GAn SAr.eO IIAIC ®1 s72r W 4 16.0'W x 16'O'H xscnwrmm CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, 16'W +24/-24.5 PSF B M11oE>< I 101711 BC 1O10CL wIf rt CMIOAm HOSE' .uS"' rAx¢ FORM elf MODEL! E5 GA e GA M QVAT Gm, I GDSSv, GELERr 13R5S 8mv HDTEsAwmmr ARSs MSSV IDEAL CAPP ACE Hm— r3m oav DmR mErwr sj,nE f w 1 Wl IF TO 719' 4 J/S•.J UIO lCWEFs ON x4 CENIFIHS. 1-1/S' 0.D. ,aSIER IEOIEm. 1110 r O f\ Iry f SaE1! Wr E Ca1NR1S1Rl (N,,OT RTDNED) m PP= A rWEI IO4MIE10 fUFACE xaaaxvl +Yts W HO, TI1N6rE,1 Ina r D IYv H7 A W ON J/ra7' NFLK NIbd1 tll1S OI n• CENTERSl]PX. rN W /IwE¢ O, VOR x llffD NM SIFlVE NIOO6 I[OIO 11C.r TA"m Wren 0R W wnum Mm PE OR. WN mM as r CENTERSCENT(C-SO I DIX). 1. OO USHERS RDNISm WIN RlCCH6 ANTS ORS WY IRE COINIR9M plN1 R NR m NIVANI EASI MO NTIRC SNFACE. IHOIQpRJL Y+US W HIO, Ina l mEpE55 ! IEFNOS ® I mOCWY1T-ISI. A LICE OE3KW rRN,SSDHUL Wr A. SE ETINDfm TO IrrIHO,E ALEEW[ fK1vE16 AND/W it Omemm ernes. TOY Or LIRHS sver IIaIIDRO W DOOR NSRLIX DO >IEr) r MIIIIOH NIE ANU_,jMqjMM S Ol ESN ULV STm NO SIEE SO a 01Y. Sim WIER. SIDES IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101711• A SEC ONBB( IMPACT—RESIGINGOON)B—B (IMPACT —RESISTANT OPTION) OIOL 7r Or1(PL DEDDRATK la— NAISIIFOSE (SOH BOND TAK f Vf- M E®If (SE— 1MK RHO "ama DOVAIM mI rrAu r WIDE ARC tiSFFiI SRELSOYNOERN!} ssA ROFUM Ow --PIECE Q 110.iSME1E RE9/al rN11E11FD m ,RVE WH NQ45O IIOO ( Rd) is. J/C• PAR HOE( HEOEK RCEFL RI Afl,. Ortox4 waD - TH ED O LEnOExY F wl[MrROW rRAW ANDS CIAOICIS CE IDLIHI lJ04JOT, All I/r1104ID CCx PLANK N ACCgmIME IITIN W16 BRIE WO1ASNIS O INSTALLED I•^ EIOOALDING C ERN M S[CIION NEE15 M HID IDAOIE9IETEVAaMnDRUAOUP111OOOKnaHDER11FINODS( OWE !!E16EIIMsFrer-ImsrNrt IEalNmrn (REF. EwneR a Nc/Ec). STANDARD ASSEMBLY DETAILS DRAWIND 1 . 17 1 1 •B SECTION B— B (NON —IMPACT RESISTANT GLAZING OPTION( r11ON, rWNE WIN U.V. OWMO ON OUROE SIRFACE HOW THAT FRONT MWE a N1IWORER 1H1W J AHR r1u11E aAau MOLM DOM LDE RETARIf1l / Ed/4• PAN HEAD sCREF STANIWtD ASSEMBLY CONSTRUCTION: Or1OV1 SSL OSE dl 1/S rCnuO LRES nNA L Or110HPL rLT, R1C QADIIO 6 RA9..UrE OPED QI WORE CP APPROVED CCx PLASM INACOOINDANX WIII SO),K xSOS. M DRIQDOOR ASSGOLY NSTIWID N CpF1YM'E RIM TIa SECMH IEEIS M ENO (DAD I®IRROENIS OF M FLORIDA NDOW WOE OR WETENTOVL NEDNO COOE NIT D migm HEE, M WILT IE S, NR REOUNNOfE FOR lID1OSORHE DENNIS IEDftOHO W. OSyIER 1s FTC) I. SHEET 2 OF 2 -- -Tr I S'. 1-./S- VO sOEII 11 1 rEl, 1MOf s1..aar. 1S G nLY ""W fI01 7 LD - xNa r nvm m W C1 S/C.S/S• !QT Ir ERPNSMRO) OELTRACK FASTENED M 14 a OILV. RONSO, IANOE. EACH xNOE trm TRAM SIVOOII rA51D4m TO END SAES IR111 H) N97E; TRACK CONFIGURATION I d/ f E0. IM7 11%4'w%• T,vrrp eaETri N) ABOVE THE DOOR OPENMO Tn 1/ 4• w RTE11 DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. x• IO " L. EIORT srm Sm mumt Tmx S M OR NAM TEE VM THE OEM OF THE SVPORIM SIROCIxML ESDmR6 SIWL ! THE RiSPON9MY OF TSE NIOEESSROM OF RECORD "A THE NIDM OR SRNCIM NO N ACCORONCE Will C1RSE/R NEDNO CODES FOR THE LOADS ZERO OI THE DRAIRW IESICN 040WEEM MAID( WEMVI F1D, URIOA P. E. 045405, IC P. E. 02353Z TOMS PE 1/1513 s, TAu DooRs AND IMOEIt tJ OA OrLv. Sim r1IO EDETEc LHR TOP BRACKET If3Cx AIIDIFD ro WOOD JNE Wm DOUBLE HORIZONTAL TRACK pI 5,.•.,-e/E• IIOW un Marrs DmRR S TDAI`V LD1N NFaDRDOY DPfION x• rxv. sRD. TRAM1. OL TOCRDE.TOF -DEG• M. t- 1/1••12 G CAY. SRa TRACK NACKET. 4) TOO( INUCITIS MR SIDE. WIIIE LINO[ lD/ K lIL Avg [r< WNe Om r va __-. , _ _ , 11 IJ EL -,, STD. FDO /BEGET. EAOI FASIDm TD AC sG1.1U Wm J) E/Ir.1/r 1/D E1S r BAV. SIm TMaI. lll4Ot TIRCKH AfD• 1EL 6 1Mp. !- 1 Ix Ol dLV 5splEmmirMCR NVOET. nFOI NvtlalrnlsnEMmiYIm ' wO TOF TMOI g r 4• wr TO am 3 O.0 Hm moc® Jr as t M 0006 CVE„ 1' Ir- O• Him TRACK D HOT CEEDWwENILNI srAM EXCEED PROVIDED. TrACTORY MR MORE DETNL F ROD. I/E. DESIGN LOADS: + 24.0 PSF ! -24.5 PSF TEST LOAD": + 36.0 PSF k -37.0 PSF Clopay MPC: PAN-2F153 D RATW, w4 NAR Dme s 16'0w R 16'0-H HHATTi 1/ 3/97 CLASSIC AND CH RP STEEL PAN ng Products 63ASO63 N, DUNEOH 6LVD. M45040 DOUBLE —CAR, WIN +24/-24.5 PSF u JAC avNEYI or 513) 770- 4aOD CHECKED STI MWW B BRAVING HEROEO 1DT711 vD IBC Ann QINSIIRO ARR11hlrp ..vwm o n n n a R•s9m, Florida Building Code Online I Page 1 of 3 i 0 E i • . 4 BCIS Home I Log In 1 User Registration i Hot Topics I Submit Surcharge I rda MProduct Approval4USERP , User Liam Kr Stats & Facts i Publications I FBC Staff ; BCIS Site Map I Links Search j Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL17499-RI 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Unch, PE W Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgN,j Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 r Summary of Products FL # 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) Imoact L21pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Imoact 3 dfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC M1 Windows - 185 SH (Flange) Imoact 2).pdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 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(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-SIG 1-SA 52 1-8X84 R60(100918).odfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10)pdfImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PG55 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) Imoact 4 dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 5 Done.odfDesignPressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 3 dfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 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 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver) odf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R1_C_CAC MI Wmdows 185 SH (Fin) (121pdf FL17499 R1 C CAC MI Windows - 185 SH (Flange) 10 df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.pdf Created by Independent Third Party: Yes 117499.5 1185 SH 136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www. floridabuilding.org/pr/pr_app_dtl.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(13363)E1729.01-109-47-RO 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 R1 C CAC MI Windows - 185 SH Fin 114 dFDesignPressure: +60/-60 Other: R-PG60* FL17499 R1 C CAC MI Windows - 185 SH (Flange) 11 dF Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 165 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 FU7499 R1 C CAC MI Windows - 185 SH Triple (Fin) j91poffApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Finl 4 . dfDesignPressure: +50/-50 Other: R-PG50* FL17499 R1 C CAC MI Windows - 165 SH Triple (Flange) L3)__Ed f FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.pdf Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 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) 3 . dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 RS C CAC MI Windows - 185 SH Twin (Fin) 4).DdfDesignPressure: +45/-45 Other: R-PG45 FL17499 RS C CAC MI Windows - 185 SH Twin (Flanggl 3).odf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02 47A.p)f Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.odf Created by Independent Third Party: Yes Back Next Contact Us .: 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850-487-1824 The State of Florida is an AkEEO employer Copyright 2007-2013 State of Florida..: Privacy Statement .. Accessibility Statement .. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 487.1395 *Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The 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: ON F91A it M Creds' Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 N'J I E `.2' 1 THr PP,C,:I-,-,T SHCIVFd HFRFIN I;: DFSIGNECI AIJD MANJrACTLIRED TO CO'vIPLY WIT F.L(:U KEMEN'S O- IHL 11ORIDA NJIL011,1 COD_ 11,CLL:J *JO IHE HVI-L 2 ,OOD F^AVI',;; A'JD MA ONRr 0rp4RJC TO BE DESIGNED AND ANCHORED TO PRCPFP,L'r TZANSPER ALL LCACS TO -RUCTI,FC F:AMING AND MASONRY C ENING is THE RESPCNSEILII'' OF IHL ARCIIJLCI Cn' LNGINEER Or RLCORD 3. ' X PUCK OV- R M,AS.C-N'P` C(:NCRFTF IS CIPTIONI•,I_ 4, :';ITERE SHIM "-R Fil1C1< TNICnhl=55 IS I=S5 THAN;-1j;" YJIi`1DOS`f ON T5 Pl1ST R= AIa,='ORCC TI':OJGII TIL_ IRAI•/L IN ACCORDANCE WITI' MANUTACTURLR'S PUD:_ISHLD I'JST•A•LIAPON IN> RIJCTICI+S, AN' -'HOPS SHA:.L UE SECI,RCIY FASTFFIED 'DIRECTLY INTO MAK,N• CONCF_1F OR CTFEF STRLIC'TURAL SUUS- T'ATL MATERIAL WHIP +'':OOU UI,'CK IIIICkt,-':3 IS 1--1/D" UR GREA.lER. LU:;t ;IIAL! '_iE SLCIJf:CLY fA3ILIJL;) 10 IAA.;>;);TlY, CCIv'l;RE1[ CIS O:tI-R SIRLJGlLIl''.AL SLUSH;,`.TL ININDO'W UNI1S MAY TiF AL:;H(!FD TH^1:),IGH FRAV,F Tr) :;FI:.,RFT' 'J;C:?F) 91 f,K IN P,I:CORCANCF WITH M.e`ILr C U'.EI:'S 'UUU_•HLD CJSTALLAI CN INSTRUt llUIES 6 VMILY ,v, BUCK IS NOT USLD DISSIMI_AR M'A:LI;IA_S IJYST BF SLPARATLU WITH Al"Pt:C;VLC CrY+T K6 OF I,'PARR'ANF. VL r C.-ION 07 C;;ATINc; OR SIFMRP. A%f • ' THE RECTO F E LITr r;F THE ARCHIIECT 0- ENGINLLR Or RLCOR 7. PUC•(c SHAD E+TF'JFJ 3FYCVD NTFRIO? FACE SO T-AT FU'_L FRAME SUPPORT P PROVIDE). pFCiRFIJINS-;_LATION SH IA AS NEED` D FOP. -RAM= INSTA ,TION S il'd AS RE0u RED A' EACH -•LOOP, LOCA--ON V:ITH L_OAC DEJ+Rll,C SHIM. SHPA WHERE SPACE 0; 1; 16" OR RFATER CCLF Mtlil`AUM rd-, AYAR-F I-IM S-ACK O F+F_ 1/4'. 9 SPIVS SH _L UC I i)"ATED, A.F01 IED AN-) MADF FROM IAATFRIAL S .AIJD iIIICKNFSS CAPA3,.E 01 SLSIAINNG APPLICA9 E _OADS, in viliID C•L,ATli).,J FACT")R Cd=1.i• WAS USED 7OR VJOOD ANCHOR CALCUTATIONS FRAM,'_ rXTRJD•ED RIC-C R'dC 12 UN 1` M;;ST DE CLALLU PER .ASIV E1300-_•--j ;'9, ___ SHEET 14 'OR GLASS DLIAIL 13 A•PjPCVEO MPACT PROT'CTPJ-51'STEM IS NCI REOUIRCD FOR 1HIS PRODUCT IN HIND UI)F.r.0 GF_iR'S REL-'?I,15. 14 FOR ANCF,_7 1-'kOUGH FIII I111U WOOD LRAIANu OR 2X 3 U C K 0SL Iy8 WOOD SC`?b"- IT' r ENT '_EIJOTH "0 A':HIEVC A 1 ;'2' kll'JMUF/ EMPEDME'll INTO SU B;>TRA -. LO; AIL ANC-IOFS AS SHOWN IN LLC'Llfr', S AtiL' INSTALLACCN XTAI:_S TABLE O% CONTENTS S, iLLT NO U'LSCRI' ON j NGILS 4 LLE`JAF ONS 5 - 1 3 I14°TALL ATIC^. DETAILS 14 ,: OI.AT'ONFjj S K I) FSf IMIUh i f.ITE qo^f'rTC RLDOSFD ArC..HCP, SPA-INB A, CHARTS 1 07; 1 1 j 20' 5 R IS FOR ANCHORI'JG T11ROL'GII FRAVE INFO IR,AI• IN(, CR 2Y, 6JCK ',I r10 'rJCOU, SCR 1F5 4JIT SJ•'FICIEN __NoTH TO ACHIEVE A 1 1/. IAI'`JId,IM EM7.1EDHEENT INTO cullAN1- SIIO9N ILLEAIONS PSP0 1DETAILS 16 FORAWCHORI`C, THROUGH FRAME NLO PASON14Y:CIYJ-RL L USE 31'-6' T,A000NS W111' LI-=ICILNT LENGTH TO A',PIEVL A 1 1/4" 1AP4,M•UM CMDEOMQJT \TO SUU;TRATE 'JJITII 2 1;'2" HINIMUM EDGE DISTANCE LOCATE ANCHCFS AS SFOWN N ELEVATIONS !-N.^• INSTALLAIION DETAILS 17 FOR A'`.CIIOftI` IG IIARUI. GII FRAPE I(IT.) IdLTAL STRtJCT!_RL LSE ;p •0 Sl.'S oP SELF DRILLING SCREWS a.,,TH _I,,FFIC' C'JT LENGTH TO ACHiE'VE 3 -HRF-AJS VINIPALIV DE00'ID STRUCTURzl II- =•IOR WALL L;OAIE ANCHORS AS SHOWN I'% ELLVAIIONS AIJD IIJSLALLAIION UI_ I:.I_`;, 1 J3 Al I_ FASTF rJ R', T:1 3F FOR %OfIOr`l RF:,ISTANT. 17 INSTAL1 AIIUN ANCI.CJR-S SYAI L EjI_ INS IAIALD IN M;CO ClACL W171' A'1CHOR VAIJLFAC 1URFP F INSIAIIAHO'J INSIRUCHONS, AND ANCHO'S SHAL, NJI UI- U,>! LJ I'J SU,RVRATES WITH STRENGTH= I ESS THAN THE M''JIMUl,1 STRrNGTH SPF:, FIFD RPOW. A `,L'OOC iAIN10.`IJ`,4 -•'LLD: C•14AV-1Y 01 -0.42 R 001•d:RLII' MINILIIJ!.{ GOUT'•<L`. i;if•JE `TIRENG111 OF 7,000 PSIMA;SDIJIiY: HCLIQW/IILI-D "IOCK PF rASIllC90WII•I Ffr-2.000PS1 HI?PAI,,M D MCTAt STRUCTURIF STFE 18GA (OAF"} F1= 31-,wSIjFU=52KSI CR A UMINUM 6063-T5 =L,-K)KS' 048• -HICK MINIM;JM SIGNED: 0711212016 VI SWIwDONlEST M AND RS Iltro ARKETSDO TRE Nl\\\ca GRA1Z, PA 17030-0370wJ••NGENq p SERIES 185 ALUMINIUM SINGLE HUNG WINDOW 1*• ° 5 • *; 52"X84" NON -IMPACT y_ NOTES Q' Sr,°JG i A • AT OF I:q ww ra,. ; F1v 0'4F•:°[ 0RIOP••'Z: N.G. 08- 02546 A1o71TTII10\Y\\ Ilr LTS 12/09/14 " I'-F11OF14 54" MAX I r2AML FIGH MAX=F;R-MF V11")"II MAX 1E„ 2 MAY 1 1 FdAti 5:C MAX SRAM[ WIDTH i 2" MAX 6 2" MAX I MAX 0 C MAX JC O MAr F OAM,- -- HEI(H- I X I j a 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART*[ FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE I f 140 ES I MAr11,11J1.", SASH SI?! ,I" X .55 2 MAXiMljV SASH 1)I.0. 41 '_•/5" X 32 I/2" 3 ri!XIMUAA --NED D L.0 ? ' ; 4' X 4 METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS F'F 1510f1: OFS.'RinTION I pnTE '^0\TD P rISfO ANCHOR SPACIIJ6 & CHAR-S )7/1Fzj RL CHART # 1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Frame Frame Width (in) Helght( in( faoo Head Jamb 1400 Nead Jamb 3000 Head Amb 36. 00 Nead Jamb 42. 00 Head Jamb 4800 Head Jamb sz. 00 Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3000 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36. 00 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 48. 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 5 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 4 5 4 5 4 5 7200 2 6 3 6 3 6 3 6 4 6 4 6 4 6 7900 2 6 3 6 3 6 3 6 4 6 4 6 5 6 8400 2 6 3 6 3 6 3 6 4 6 4 7 5 7 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT FLANGE FINLESS ELEVATIONS OR AV, iAh' t47 N. G. 08-02546 V` F NTS D"'r- 12/09/14 `-"r-t12 OF 14 SIGNED: 0711212016 ILlOf" VOEMSt•` r ir• o„6Q5 *= gip' ST J, AATT i ol,F A AL(Ea\ Rf i510i1: 52" fAAY,' RAID[ VAOT, ---- 52" 4Ax FRAME WIDTH -- i REV OF ;r F,i. ti;tN Cf7E OlTO Yc .q, - l E' flA,x __-{ 2" ,qAX L M•.l I6o C AX - 2" ',1A P. REVISED tJ%HOP, iPAC,IIJ6 k CHARi i 07; 1 I %9q+g R l I-- 7. I I iF.•I O M'Ax O CHART #2 UNITS INSTALLED WITH FILLERS O.0 cc i y I Number of anchor locations required l !1 Frame Width (In) F.i I Haight (In) 16.00 2400 30.00 3600 42.00 4600 5200 1.1Ax t- Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb FRAL11= I---- FRAME 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 rEItiHT I HEIGH—, 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 k' 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 1 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 I ' 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4IIIr540025353535454545 I i 6000 2 5 3 5 3 5 3 5 4 5 4 5 4 5 I i 6600 2 5 3 5 3 5 3 5 4 5 4 5 4 5 X f v 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 76.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 U00 2 6 3 B 3 6 3 6 4 6 4 6 4 6 I 1 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE d FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING I IMPACT RATING 60.OPSF NONE N'_-TEs I MA,0A1, t 54ti11 SILL bl" k 56" 2 MAYIMU6" ':ASII U L 0, 47 " i5' X z, 1 /2" 3 MLX!MU1., rIXF_D D.L 0 - 49 1/4' ?, 45'. HARDWARE SCHEDULE A. (2) METAL SWEEP LOCK AT8" FROM EACH END INTERIOR MEETING RAIL MI WINDOWS AND DOORS 650 WEST MARKET S(REL1 GRATZ. PA 17030-0310 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE & FINLESS ELEVATIONS N.G. 08-02546 sC" L NTS ""' 12/09/14 1 SIRIT3 OF 14 SIGNED • 0711212016 52 M,'+X FRAWF WIC-+1 - - 2.. rAAx -{ - - -- -; 'J C - - < MAX 10" MAX ITT— I r I I II MAX FRAME +% DTI I - 2" 1,V-X - r-- MAX 0 C I II10" MAX I i O0C I T_ I ; Ff \'_1 n11S REV DFSCRIC701, DAU :'F^oven 2' MAY, /+ I P,FV;SFC AI.CI FOR SPACING & CHARTS 07/ 1 1 ; 701 F P t MAY, MA" x I I ---- -- --- - HLill i i l HEIGH` I N' I i 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 REQUIRED ANCHORS SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NC LS . t d01F+UI,i S4'L to" x 2 la %4.lUb{ AzH ')LC; di 5'IP" : 32 1/2'. S. MAX -MUM I IXLD D.L 0 4^ 1/ 4" "< A'.' BLOCK AND TACKLE CHART # 3 Number of anchor locations required Frame Frame Width (In) Haight ( in) 1800 74.00 3000 36.00 42.00 48.00 5zoo HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 2400 3 3 3 3 3 5 3 5 3 6 3 6 3 3000 3 4 3 4 4 4 5 4 5 4 6 4 6 4 3600 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4800 3 6 3 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 6 60. 00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66. 00 3 8 1 3 8 4 8 5 8 5 8 6 8 6 8 7200 3 8 3 8 4 8 5 8 5 8 6 a 6 8 7800 3 9 3 9 4 9 5 9 5 9 6 9 6 9 84. 00 3 9 7 9 4 9 5 9 5 9 6 9 6 9 SIGNED: 0711212016 M65WIWD04JESTMA AND RIILb RKET STREETSDOORS GRATZ, PA 17030-0370 v,•GENSF••S It0y6}5 *= SERIES 185 ALUMINUMSINGLEHUNGWINDOW52"X84" NON - IMPACT t FIN ELEVATION A • AT OF ,w io i E`' . OR1DP • '' nNz;YN UNiM1CNfvN.G. 08 ` O2546 A Silo- I1;IfLa(3\ n r 14TS 12/09/14 f4 OF 14 112" MIN FCGF OR "A HJCY, Uh OTI,L,2S i 1 ; 4" MIN AP F.CivF I.' II -"% 4•' MAX F.1_ANF r(ji1; SHIM SPA, --- EXTERIOR BAC%cLR ROU Ar AP^ROVFI; r'_ANT v;cCD rRA1,1INC, OR 2x FUCK BY OTHERS INTERIOR 3,4 I1^ ECGE DISI:+rJ(;L META_ STCCCiURE B1 OTHERS — F, 1,/4" MAX r nR,l S1ACL 1 TI APPRi1'•1LD -' SE+ -AN' EXTERIOR Z'I , TO BF SET IN A BLG Oi A,,FR0vF;) STRJ;;-JRAI 5_A.AW 4" HAI BACY,ER ROD --•. t SHIM ;FACE 8c APPROVED SFAI AN T 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 BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 0 SMS OR L= DRILLING RLW INTERIOR Sit TO PE SFT LJ A BLD 01 APPROVED STRUCTURE SEALANT 1/4" MAX SHIM SPACE arws.'46 aLv orsr rmTiON I rear Aaaro,Tr F. RCVI_F0 ANCIiJR SPACIN0 k CPAr. , )7/11;20ir RI 1 1 /4" MIN 1 ; 4' MAX LM LL'M W` S4,4 SuAC'E j INTERIOR MIN LDG i D S1/:hICF \ it r— Ij- SCREW OIL 2x uucx \ EXTERIOR Bf OTHERS APPROVED VAI AN - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /a„ mtAx SHIM SPACE 10 SMS OR - SELF DRILLING , INTERIOR SCREWS LDGE JI- ---- ---- DI TANCF-----_---- EXTERIOR r.IE AL -- TF?UCiCRc \ BY OTI+RS - Ui:I:LR F;uU L AP'ROVF , EALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 U65WINDOI I0WESTMMARKETSTREETSDOORS \\`\ S11R IIL0 GRAIZ, PA 17030-0370=w•GENy SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 #= 52ANON-IMPACT FLANG r INSTALLATION TIONDETAILS WITHOUT FILLERS ^' • SAT OF fR: wN uN; I,0 'IV ORIQ''• `\ Ny otir,- os co2546 A i/SS ONA j1 aG` NTS 12/09/14 5 OF 14 1111, L 1 /2- VIN E--- DI aN;;E n I'IIGNA' 1'A PL.(, — _ 4 „ I MIN. SEE NOIES 3 - 7 EMBED`4ENT 1/4" f.1AX llaCKl ? RCD y -— -- S Hlfl SPd!'_ r i FPRCtvFp rcLehll I - I I I i I EXTERIOR BACKER ^:)D A -PROVE" SLA.LANT OPTIONAL IX SEL N lE 3 - SHEE 1 0'`K RFTF/ IIAS0NR`' Nr OTHERS 3/1F" TAPCON INTERIOR S'II TO 'tF SET STF<UCTl1RA1. SEAU-rjT 1 1 /4" WAX. S4,M SPACE r VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 11 4" Him LM3ED1.40'1 CON(RE' /MA'_- iONRY OTHERS i 3/ l E,.. TALC')N - a j im PEVI_,lll fiC4 LFSGr.R+E,CN LFEE A RFVI:FC ANCI°JR SPACING h CHARTS 07/11,+2016 rI 1 4" rd4k Sl ltl ;PACE I I INTERIOR 2 t 12" I i l I I I -mil' Mlhl I EDOF I --- -- - -- - f xI , DISTANCE EXTERIOR BACKER ROD APPROVFD OF=TIUI;LL i;( BUG'` Sf A'_AT" T SLL NOTES 3 - SHEET I JAMB INSTALLATION DETAIL CONCRETEIMASONRY 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: 0711212016 MI WINDOWS AND DOORS 650 WLST MARKET STREET 1111111INTZ/ 9'pGRATZ, PA 17030-0370 v •GENS, SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS A7TV06'F"'ol'1 I:gaWN f:N•: IA. PfY s OR O''•G\\\ N.G. OS =02546 A s1ONAl1 a\` 14TS nA' 12/09/14 6 OF 14 1 /2 " k4 I 14 F[)GF DIS-ANIX GR 2- B,jCK Uf ()TI,LRS 1 114 MIN FMFHEU-M Nl RACK j S A INr SfIlm SPA'-'L SEALANT FIL I ER IF j INTERIOR EXTERI 1771 I. It', HE SET A KD OF ilpppovFn S-RJCT,_ IRA_ 1/4" MAX BACKER ' ROD 31-IM. SPACE & APPROVE) SFAtANT V,CU, r7p CR ;X FUCK BY OTHERS META STUCTUR BY OTHER I ILLLR EXTERIOR 041(,K,R ,2OD EA -ANT META' - RE En OT117ps 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 514' MIN LOGE N51A I ' V;E 1 /4" b'AX Slilki S'ACL 10 IWS OR SEL JR,LLING INTERIOR 1 1_ry T. 0, 1 1-11ORilJ 1. 1 a11ILj- VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION I, 1 TO OF SET IN k ULD Of ArPROVE,) STRUCTU,A, SLALANT 1/4" MAX, SHIM SPACE REVzl-Ir, 111-1-11T1011 A PEvrFcr m4ci op, srA.itqc. & HAVS 1 1/4" WIN 1/4' MAX EMBEU',4L_N' SHIM SPArE 1/2" h F)IsT/,Ncr CATE ... Pt _ _. 10 were FR-MAING OR 2X U:-l;K BACIER R-Jr EXTERIOR Bf OTHERS ILLt.R SrALANr JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I,/.I" MAX STP,U- TI RF S-WA S ACL RY OVHFRS I C, sms or, - INTERIOR SF1 F DRILI 1MG, RLW MIN DISiAtJCf EXTERIOR BA' - 'I,LR PCD FILI LIq & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRAIZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS N.G. I 08-02546 14 TS I" 12/09/14 ISIILI'7 OF 14 SIGNED: 0711212016 CONCRLIL%6'A,ONR" DY OTHERS nFTIONA' 1' HUC1. — SEE '401ES 3 — IILC- 1 EDGE Dl',IANCE a a a 1 1 ft'• MIN. n EVBLDUF NT F AP^ROVeD IlLA'_arJ RIGID Fl, r ER 3/1fr" TA°CON EXTERIOR Z INTERIOR v'ol SIT- I TO 9E SET 6ACKFR POD aEG 0 Ac'PRO'VE I % Al P ;(:`•IEU SLAL,"JI \ I / STRUCTEIRAI- r SEAL! NT OPTI()fJA_ I X E31,V< — \ • - L`- ' 1 `d;•,X. LC r:0TE 3 1 F SHP! --'ACE HEE- 1 HY OT1Ir.1- n d . VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION r 1/4" fmj LMBEDMLN1 CON: RE T :_ / MASONRY OTTERS F- 1 /2" MIN FDO DISTANCE i --- REV;OIP. FFV USMPTMN IMTE An[aRGrt P R^r',FC AIJCI piR SFACJNG h f,HART i J%11 j 2C15 Pi ---- 11 tMT i X F?I;CK SFiSFE rJnTE i 3 — SHEET 1 I g 1 SIIIM SPACE 11 11 INTERIOR 1 i 111 -- rdnnr _ i - -- f / r, • EXTERIOR a+,cI<FR ROD APPROVFD SE,n:-4f: i 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 AS TM E2112 SIGNED: 0711212016 MI WINDOWS AND DOORS oNji H11%// E50 GP.ATZSPA 17030 0370RKETT rJ\GENS V F' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84•' NON —IMPACT 0 5 • * = a FLANGE INSTALLATION DETAILS WITH FILLER A70 • $}AT OF 0, .4+ A,(ORIOrI:•T.wr+ h; ._ Rtv i ''• G. N- OS-0` 258EOF A i V/pNAj1S?-Q' T IJTS "`` 12/09/14 14 2° MN Uv OfI+ERS P,- All J_A, AN 1 I I111.1 SNACL k l 0 •PoUOC` SCI- •%I rllittlI riii, INTERIOR i EXTERIOR L1:L%CCR, lOD it AF'^ROVFD Lr._ANT WOOD FRAM -NC OR 2x L_UCK BY O1HERS M F TA; TRUC'URF Bl 4)TIlERI APPRO':'LD SEALANT EXTERIOR 70 BE SFT IN A BCD 01 AP Rr)VFD STR!1C URAL SLALAN I 9ACKFR I j4" MA)C $: APPR( S Hob! SPACE SEAI 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 M STRUCT BY OTF 3j4' YIN LDGL _)ISfANCE 1/'r MAX I SI IIM T S,F.LF I,RILLING SCRL4 rf.t,, Irh Ir7,l, II INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SI_L TO EE SET 1`: A BED Of APPRO'Vc D STRUCI ORAL SLALA I 1 /4" MAX. SHIM SPACE REW INIIS kEV GFSCrInT41k LPiF R".-'Cf) ANCIICR SPACIN0 k CHAR-3 (,7,!11 2r 15 Rl 1/4" MI'I 1/4" FdAX LI,6L1)M-.141 ----- ;Iil[.1 SF-4CF. 1 I INTERIOR 1/2" iI Mlrl j UIS141VCL I —r-------- k'D NCOD i =J r' EXTERIOR VA)C1L) FRAM NO UR 2% BLCK P-CKFR OCBYOTHERS Pi APF I',UVLU S[ AI1•`Jl JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I, 4' MAX SHI'A SPACE 10 SMS OR - INTERIOR SFI F ORii I-ING CRUV'S rUnl t/4 Ir g1 ECGF EXTERIOR 1l SIMI(;'URL L APPROVED DY 0,•'FRS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 1111 IIIrrr S : • LO11 i 1 v •GENS 9'p SERIES 185 ALUMINUM SINGLE HUNG WINDOW 045 • #=_ 52-"X84" NON —IMPACT tpa FINLESS INSTALLATION DETAILS WITHOUT FILLERS OTATE OF nRnWN V 1OR10" N.G. 08-02546 A iiilr NAL1E IJTS "k-t- 12/09/14 '"'9 OF 14 I 2 ; /2' ',LIJ. FI;GF 0.:;'r=NCE CO`1CREIL/V ,)IJRY - Pl' n ' OTHERS n 1/A" MIIJ LVNLU`A_N1 S-_E Nr"IES 3 — ? EIJLLI 1 I 1 /4" I.W1 ' LiAG SHIM SPACE h AF'^ROB+F_D SEALA " y 3/16" TAPCON EXTERIOR i ; - _ INTERIOR J _L j- Fr! SILL TO BE SET i 1.4 A LIEU OF BACKER ^OD !, APPROVED ADPROVED J I ! STRUCTURAL SEALANT p SI-.ALA'4T OPTIONAL IX Fi1,.;•< _ - 4=__ f r 1 , MAX SEE NCTE 73- \` L SH M SPACESHEET ,I UY OTHERS VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION 1 1/4" MIN i EWSEDMENT I CONCRETE/MASONRY - Y )TI CRS 1 3/1 TAPCON 1 `.1 < EDGE n15A>,,ICE I < USCrmncN DATE A-.1 -D RrdISFP AIJCI lOR srmmNO k CI+AF<TS i 07/11,, 2015 R 1 CPHONA; 1v RUCK SEE NOTE$ 3 - SHEET 1 ii°Mai Sllib' S^ACL INTERIOR EXTERIOR CKER ROD G• APPP.OV-D S E.A;AN T JAMB INSTALLATION DETAIL CONCRETETMASONRY INSTALLATION NOTES' I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER RAwN cµ: No NFV N.G. OB-02546 A IJTS I °"-E 12/09/14 , S'" 10 0; 14 SIGNED: 0711212016 i 2 %'J j CDu'E D J A\,. _ wOOD =FA',J r,,, -- OR 2,i RUGK 01 OTI'LRS 4.. MAY, A-ANI i IIM SPACc ILLLR INTERIOR I= r EXTERIOR i;; `I '_ TO RE SET IN A BLD OE l AP=ROVFO UAL'K R :tOD 4 j 3LA.IAN: APPROVED I r'1 HIM °ACE WOOD PRAWNG ---_ OR 2X BJCK BY OTHER, i 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 BYOTI-IERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 META'. \ STRL h,-I URF U1 (/TIILR API-'RO`: U SEALAN RIGI[i PACKER P0( 3 APPROVE[ SEI LAtJ METAL STRUCTURE BY OTHER, 3j4' l LPG'_ )ISIAN;E 1 /4" 0%X 3 HIM S ACL I 1 10 S\1S OR EL= DRILLING SC'RL'',V VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SII'_ TO F- SFT I'I A BLL'• 01 AP 'ROVFD S'RUCTURAI SEALANI 1 /4" MAX. SHIM SPACE FENil,ll: DES, E.WT101, rilE a 'crrED R'V`UC AIJCI ,,R SPACIrJC k 'l,ARi S E'37(11.,2015 _RI ----_ 1 I %4'. MIN. _ 1 IIAX LV9EDMC?J' IM `;PA.i,L I1- INTERIOR MIN U0 L CRCW I ,• j - WOOD FRAMRJJ I EXTERIOR OR PX BUCK PACKER RODBYOTHERS h APPPC'VFr.) FALANT FILLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION fa_TAL - STRUCIURE BY SPACE 10 SIAS OR 2 SHIM INTERIOR SFLF DRILLING rr_ 1/4" MN. FDGE DI;r;.r.CL 1.3-_ EXTERIOR RIGID ` BA,-ICLR RCJ FILLER ,L APPROVF-) EA' -ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS R. Lp//// 650 WLST MARKET STREET GRA1Z, PA 17030-0370 5 w•GENS .,p SERIES 185 ALUM114UM SINGLE HUNG WINDOW 0 5 #= 52"XATI NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS S E0 • TAT OF tV nanxN Dw; w, Ftv iOiP 08-0`2546 A 0NAl1E NTS DA` 12%09/14 11 Or 14 6Y 'nTl--RS 01'110IJAL IX E','GK SEE Ni!TES 3 - 7 SHLLI 1 IiA(,Vf R I?01) —. L AF' RCVFD LALAN T RIGir, - FII I FR i, EXTERIOR ,J1 - y.;n_ —,1 INTERIOR l l' r 2 ,/2- WN FIB GF -).STANCE n` ------ ---------- n - Ek'L1ED`+IENI I .' SHIN SPACE 3/ 1 F6" T•ADCON S L: -G BE SET BACKER FOD 14 A FED 0 l ' A-PR(NED a A='PROVED STR;_C—JPAL SEA LA'll \ / a S--A:.AN OPTIONA,_ IX 61,CK — \ _ _6-3-0I '/4 MAX S'_L P,61C 3• 7 \ -•i-" 1 SI IM SPACESHEET1-- H( OT'it=RS ° VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION VA" l.1FJ. ---- EIdc3LCME'J; CONSRET%IdASgP:F — OTHERS \ ' 1 l 3/ 16" TAPCON 1, I 2 1/2" i F1)GF 01SLA'•JCE I . 171G1C I;.I FIR FEVIS'tgY e USCRIPPON I "'E REVI-, R ANGI:OR SPAONC h I;NARTS C'/11 i JG 1 E R I l.1'1101•IA;_ 1X BUCK E= NOT--" 3 - 7 SHLL1 ' VAX SIIIFA 51'.J E INTERIOR EXTERIOR APPROVED SI A' AN' JAMB INSTALLATION DETAIL CONCRETEIMASONRY 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 AS TM E2112 SIGNED: 0711212016 MI WINDOWS R 11L1% SDOORSssMARKETSTREETGRATZ, PA 17030-0370 r••GENO' •tp SERIES 185 ALUMINUM SINGLE HUNG WINDOW=*• k= py670_ F_'M4jj 52" X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLER O }hT` I: R<nN QR1Q: N. G. 08-02.546 A SS • • • 2/ dNAl1E,\ NTS °A" 12/09/14 `"`-I' 12 OF 14 i.," "',i 16' A'IN E13E DI;IANCE EXTERI I t 6" MIN .r— FD:,E i)I i:11J E SCh;_IN tJ•Ar _IR: t III VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION w0lucl FdAMI'1 61" CTHEI 3 4 ' NiAX. SHIM $FACE NOCL' F RAHIN13 _ -- 1;''4" MAX BY 0•'I_?S S''IM r, ACC I - ,, i INTERIOR il 1"A e sooD , I , 7/6' VI FDGE DI$TAI,ICF EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION FEv 5 ,n; OFS( PIM)ON I OfTF awn: inTD R-V SFD AIIC I-CR SPA_-ING R CHARTS ; 'J'•; t 1; "1015 Pi j4" VAX NOTES. jSHIM 5PACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. T 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD y OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS N.G. 08-02546 A NTS °a-` 12/09/14 `"`I' 13 07 14 SIGNED: 0711212016 RI ILr0/ / r,EN`SE 5 A oTAT 5EOF i • G 11)1'S81pNAii\\ REV 5in1r, 2 3/16' t 7/8 -3 1 3/s'- REV DE'„.r PTION I (`iTE A--: PCJEV T-^ _ 1 S/ IF," "_ L I;; n R,^rI:FD ANGIIGR SFACRJG k CHARTS 107,%11%701C PII- 13/•6• r 2 3/16.. FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-18501 CM-18503 CM-18553 CM-18513 ALUMINUM 6063-T5 050' THICK ALUMINUM 6063-T5 050' THICK ALUMINUM 6063-T5 050" THICK ALUMINUM 6063-T5.050' THICK .,/ d u.• 1 /8' ANIJ -- _ 1 /F" ANN AETPL REINFORCED 7 VI u •' _yl EXTERIOR / 1 --- ( INTERIOR z / 2 i311G 3 3/ 4" I I i 5/8" 917C - — SILO NL SE."LAN' FLANGE FRAME SILL FINLESS FRAME SILL t --- GLAZING DETAIL A CM-18502 CM-18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 6063-T5.055" THICK ALUMINUM6063-T5 055"THICK CM-18509 CM-18508 _ t; 11," AN ALUMINUM 6063-T5.055• THICK ALUMINUM 6063-T5 050" THICK 1 7/16" 9 3/µ' 1 5/8'." EXTERIOR INTERIOR 1'i;r- - j --- - SILIi,F• 2 5/16 •' _ I 2 S/165:8" 317E ONE" j SLALA.NI 2•• iff U (•—=1 t I i lI `r ! Pt jL ;-ITyr; 4 _ . L - I T_ ILE FIN FRAME JAMB -L' 1 LOCK RAIUS SASH BOTTOM MEETING RAIL GLAZING DETAIL 8 CM- 18505 CM-18555 CM-18504 CM- -- ALUMINUM 6063-T5.062' THICK ALUMINUM 6063-T5 050" THICK ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-T50 -T5. 050' THICK 1'' 15/ 16" j j16 SIGNED: 0711212016 MI WINDOWS AND DOORS R• L p i SASH STILE 650 WEST MARKET STREET 5 ENSF GRATZ, PA17030-0370 GLAZING BEAD GLAZING BEAD CM-18507 ALUMINUM6063-T5 050'THICK SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 #= V-669 V-185 52"X84" NON -IMP ACT RIGIDPVC.060" THICK RIGID PVC .O50'THICK COMPONENTS T ORAWN NQ HFV ORIGN 08 46 A NAr Z st'lNAI%'\\\ \ s02514 OF 14NTSDATE12/09/14 Florida Building Code Online Page 2 of 3 FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: LC-PG55. Glass must comply with ASTM E1300-04. Certification Agency Certificate FL15351 R4 C CAC APC 97429.01-109-47 Fin and 97435.01-109-47 Flange.odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DP55 As Tested 97429.01.Ddf FL15351 R4 II 188HS Flange Non -Impact Fastener Schedule 08-010235.pddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511588B.pdf Created by Independent Third Party: Yes 115351.2 1 HS 168 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 FL15351 R4 C CAC APC 99775.01-109-47 Fin and 99780.01-109-47 Flange.pdf Quality Assurance Contract Expiration Date 04/15/2019 Installation Instructions FL15351 R4 II 188HS XOX Flange Non -Impact Fastener Schedule 08-01156B.Ddf FL15351 R4 II Installation Instructions - 188 HS (XOX) As TestQ.d 9977 f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B.pdf Created by Independent Third Party: Yes 115351.3 1 HS 168 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 PVB 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 .pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installgtion Instructions - 188 HS Impact FIN 73x62 Product 3.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.4 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/-50 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 166 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-1-C45. Missile Level D, Wind Zone 3 Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.Ddf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 4.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 FL15351 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-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIau... 9/7/2017 Florida Building Code Online Page 1 of 3 i s BCIS Home ! Log In I User Registration Hot Topics Submit Surcharge d r WProduct Approval t IUSER: Public Userd7ar:x 7- . yc II lit:.._ Stats & Facts i Publications ( FBC Star( I BCIS Site Map j Links Search f Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15349-RB 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 M1 Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 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 bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd WIan... 9/7/2017 1 Florida Building Code Online Page 2 of 3 Gil 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 FL15349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes' FL15349 R8 C CAC APC 12787.2df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R8 II 08-02357B.pd Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 RB AE 513124B.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 FL15349 R8 C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R8 II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.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 FL15349 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: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 11 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 R8 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 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 08-01614B.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 5122786.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 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-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 I1 08-01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 5122775.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 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947.1)df http://www.floridabuilding. org/pr/pi_app_dtl.aspx?param=wGEVXQ"DgtH85 72gvdWIan... 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 62514 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 FL15349 R8 AE 513781.odf Created by Independent Third Party: Yes Back Next Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.: ' Privacy Statement :. Accessibility Statement .. Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487 1395 -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address if they have one. The 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: e= I! w Credit Card. Safe http://www. floridabuilding.org/pr/pr_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 REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #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 DESCRIPRON DATE APPROVED 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 JJ10 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 (.048) 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 DRAWLY DwG SHEET NO. DESCRIPTION J.L. 08-02357 1 NOTES scNE NTS DAB 09/03/14 1 SHE 1 OF 12 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L. ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 4 — 12 INSTALLATION DETAILS 434-688-0609 mamas@1rfo aspe SIGNED: 1111512016 J\ 51119 I IL 0 REv '''OF•'OCORIO;• ' e A Iti G Luis R. Lomas P.E. FL No.: 62514 6" MAX — 72 1/2' MAX FRAME WIDTH 18" MAX O.C. I 6" MAX REV REVISIONS DESCRIPTION RATE APPROVED NOTES A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1. MAXIMUMD.L.O 69 314'X 68 314. B REVISED NAME AND ADDRESS 10/27/16 R.L I j CHART#I 18" Number of anchors required (without rigid filters) MAX O.C. Frame Frame width (in) Height 2100 3000 11. 4200. 48.00 5400 60.00 66.00 72.60 Lin) HAS amb HAS Jamb His amb HAS amb His Jamb Hd5 amb HAS JambIH&SPomb HAS amb 24.00 2 2 1 2 2 3 2 1 J 1 2 3 2 4 1 2 4 2 1 4 1 2 5 2 30.00 2 2 2 2 3 2 J 2 3 2 4 2 4 2 4 2 5 2 71 1/2" 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 1 5 3 5 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 FRAME 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 HEIGHT 00 j600.00 6.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 8 4 7 4 2 4 2 4 3 1 3 5 3 5 1 5 5 5 6 5 7 5 66.00 2 4 2 4 3 5 3 5 3 6 1 6 5 6 6 6 7 6 71.50 2 5 2 5 3 5 3 6 3 6 1 1 5 1 8 1 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & N2 EXTERIOR VIEW FOR NUMBER OF CHART M2 ANCHORS REQUIRED Number olanchont required (WI(hrigid fillers) 72 1/2" MAX FRAME WIDTH Frame Frame width (in) 6" MAX — 18" MAX O.C. Height 2400 3000 3600 42.00 48.00 61.00 60.00 6600 72.50 I 6" MAX In) HAS Jamb HAS Jambi HAS Pamb HAS Jambi HAS Pambi HAS Jambi HAS Pambi HAS Jamb Hd5 Jamb 2400 2 2 2 2 3 2 3 2 1 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 6" 00 Ji 00 42. 00 2 3 2 3 7 7 3 3 313 1 3 1 3 4 3 5 J 3 232333333343434354800 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 00 54.00 2 4 2 1 3 4 3 4 4 4 4 4 4 4 5 4 2 4 2 4 3 4 3 4 1 4 4 1 4 4 5 4 L60.00 71 1/2- 18" 66. 00 2 4 2 53 1 3 4 3 4 4 4 4 4 4 4 5 4 MAX MAX O.C. 71. 50 2 5 2 5 3 5 3 5 4 5 4 5 4 5 5 5 GHT SEE SHEETS 4-7 FOR INSTALLATION DETAILS HEREFER TO CHARTS 1 & # 2 FOR NUMBER OF ANCHORS REQUIRED j SERIES 185 ALUMINUM FIXED DESIGNER WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60. OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWN: - 0 No. r OB- 02357 NTS DATE 09/03/14 5-2 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 134- 686-0609 dromas@Irlomaspe com SIGNED: 1111512016 1R I iL o CEIVS; 9iP 0,. 61261 A ; STAffT E OF W D RI'D • NAl. 16 G Luis R. Lomas P.E. FL No.: 62514 71 I FI HE 6" MAX — 72 1/2" MAX FRAME WIDTH — Ir—r 18" MAX O.C. 00 18" j MAX O.C. 1/2" IAX AME IGHT j 6' MAX REFER TO CHART N3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF - EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX 1B" MAX O.C. —I 6" MAX b - ra&—,. 00 0/ 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT 00 REFER TO CHART 13 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES' I MAXIMUM D L.O 69 314"X 68 314- REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART N3 Number of anchors required (fin insfallefion) Frame Frame width (in) He IOht 24.00 1 3000 30.00 4200 4800 moo 6000 6600 1 7250 tin) HAS Pambl His Pamb HAS Pamb His Pamb HAS Jamb HAS Jamb HAS Jambi His Pambl HAS Jamb 24.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 30.00 J 3 3 3 3 3 4 3 4 3 4 J 5 3 5 3 6 3 3600 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 i4.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 6000 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 66.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 71.50 J 6 3 8 I 3 6 1 6 1 8 4 6 5 8 5 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION do CHART DRAWN DWG NO. J.L. SCALE N 08-02357 TS DATE 09/03/14 S Er3 OF 12 L RORERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlomas@IAOmaspe mm SIGNED: 1111512016 L10 9 x r,•CENS,Ep% A7(,AtTlE OFWEV Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN. METAL EMBEDMENT BYRUCTUREOTHERS 1/4" MAX - BACKER ROD SHIM SPACE BACKER ROD APPROVED & APPROVED SEALANT SEALANT 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS I 1/2" MIN r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX EMBEDMENT SHIM SPACE T 1 /2" MIN. EDGE DISTANCE INTERIOR I 10 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD - APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 3/4" MIN EDGE DISTANCE 1/4" MAX rSHIM SPACE T 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS ' REV DESCRIPTION DATE I APPROVED . A REVISED INSTALLATION DETAILS 06/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 R L 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 SIGNED: 1111512016 MI WINDOWS DDOORS, LLC 650 MARKET 9J+ GRATZ, PA 17030 v••GENS D, 6 5SERIES185ALUMINUMFIXEDWINDOW 73" X NON -IMPACT FINLESS INSTALLATIONON DETAILS WITHOUT FILLERS TAT OF CQRO''G\;\\\ DRAWN DWG NO REV/s 08 B 7/s/NA110a\ LUIS R. Lomas P.E. FL NO.: 62514 SCALE NTS DATE 09/03/14 sOEET47 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 'ff._ScwlrA aSpe can REVISIONS ' 2 1/2" MIN REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL EDGE DISTANCE I 8 REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 14 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 a CONCRETE/MASONRY BACKER ROD 1/4^ MAX BY OTHERS 1/4" MAXSHIMAPPROVEDSHIMSPACESPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON e 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 e ' SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY l BACKER ROD BY OTHERS 4 1 1/4" MIN APPROVED a EMBEDMENT SEALANT JAMB INSTALLATION DETAIL e a CONCRETEIMASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION NOTES, 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS DRAWN DWC NO R J.L. 08-02357 SCALE NTS DATE 09/03/14 1SHEET OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-6 1a-0609 Abmas@Hbmaspe ro SIGNED: 1111512016 R IL O v •\O+ENS'9iP o ; STAT E OF ; w ro/ONAL if 1EN\ Luis R. Lomas P.E. 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. EMBEDMENT 1/4" MAX - SHIM SPACE RIGID FILLER 10 WOOD SCREW 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN EMBEDMENT I 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE T J j RIGID FILLER 1/2" MIN EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT META STRUCTUR BY OTHER 3/4" MIN EDGE DISTANCE 1/4" MAX ft r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR SMS OR DRILLING W FILLER 1/4- MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE I RIGID FILLER MIN. 3E DEDGEDISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION _ . A REVISED INSTALLATION DETAILS B REVISED NAME AND ADDRESS DATE APPROVED 05/01/15 R L. 10/27/16 R L. 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: 1111512016 MI WINDOWS DOORS, LLC 650 W. MARKET GRATZ, PA 17030 A••GENS d+% SERIES 185 ALUMINUM FIXED WINDOW Oy6 5 = 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS S WA , TAT OF DRAWN owc No REV i'FS °(pR10*•G\\`• DB S14ET B/ 10NAj1(\\\\\ SCALE DATENTS 09/03/14 6 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. LOTO$ P.E. FL No.: 62514434-68e-0609 ft—CO bmatpe coal REVISIONS ' REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L EDGE DISTANCE . I B REVISED NAME AND ADDRESS 10/27/16 RL CONCRETE/MASONRY BY OTHERS d1 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 r 9 ASONRYCONCRETBYMOTHERSBACKERROD14MAX 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON b EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR I CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1/4- MIN APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL e CONCRETEIMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 DOORS, LLCMIWINDOWW I MADK 5 R LloETST.\\\, GRATZ, PA 17030 GENSFgit' NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW*• 05 *= NOT SHOWN FOR CLAP/TY 73" X 72" NON —IMPACT 2 PERIMETER AND JOINT SEALANT BYOTHERS TOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS ali 0 TATOFDESIGNED IN ACCORDANCE WITH ASTM E2112 O nzOR DRAWN DWGNOREVmr`•G``\ J.LO8 SOE S7/ONAI.10\\\\\, SCALE DATENTS09/03/14 7 OF 12 L ROBERTOLOMASPE LDIS R. Lomas P.E. 1132 WOOOFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-MO-0609 Abmas@a Mmaspe c 1/2" MIN rEDGE DISTANCE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE jj10 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 EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE i'-f 3/4^ cMIN ^r 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE METAL STRUCTURE WLBYOTHERS 3/4" MIN EDGE DISTANCE T VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX REVISIONS REV _ DESCRIPTION DATE j APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 1 R L 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 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE SIGNED: 11/15/2016 INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. J S R• L p,f i% j10 WOOD 10 SMS OR GRATZ, PA 17030 1 v••GENSF'9s% SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW*• 6SCREWS73" X 72' NON—IMPACT`_ WOOD VAT "OF', FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS 71 • t' FCQRIOT;• BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & DRAWN Dwc No REV J.L. 08-02357 B j'F• t v \ S /ANALAPPROVEDSEALANTAPPROVEDSEALANTis E l/II1111110BEHINDFLANGEBEHINDFLANGESCALENTSDAZE09/03/14 SHEET OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOMAS PE Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514434-6ee-0609 nlomas@6lomaspecomAlk REVISIONS 2 1/2" MIN REV DESCRIPTION A REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 RL EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R L. CONCRETE/MASONRY BY OTHERS •' e + 1 1/4" MIN 1 1/4" MIN. n EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 a CONCRETE/MASONRY BACKER ROD & J 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK a SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON e 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 MIN. SEE NOTE 3 - 7 EDGE a SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY I BACKER ROD & BY OTHERS e J 1 1/4" MIN APPROVED SEALANT e• e a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL e CONCRETE/MASONRYINSTALLATION d a 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 111111///7/ 650 W. MARKET ST. 0 R• LOB//ice GRATZ, PA 17030 J g CENSFgJI' NOTES, SERIES 185 ALUMINUM FIXED WINDOW 6 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON—IMPACT 0 Q+A( NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS 347 TAT OF 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i O iS' ;cC ' .G`` DRAWN DWG NO REV 0 R10 08 B rjolll1\\` SCALE NTS DATE 09/03/14 SHEET 97 OF 12 11?\ L ROBERTO LOMAS P E LUIS R. Lomas P.E. 1132 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rllomas@Irlomaspe mm r 1/2" MIN. I EDGE DISTANCE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE RIGID FILLER 010 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 EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE I I 3/4" MIN 1/4" MAX SHIM SPACE GID FILLER 10 SMS OR ELF DRILLING CREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX SHIM SPACE STRUCTURE \ BY OTHERS 3/4" MIN EDGE DISTANCE T VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 05/01/15 R L- B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES, 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE RIGID FILLER I RIGID FILLER 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 10 WOOD j10 SMS OR GRATZ, PA 17030 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & DRAWN DWG NO REv APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 B BEHIND FLANGE BEHIND FLANGE SCALE NTS IDATE 09/03/14 1 SHEET 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS P E WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 434-68e-0609 Abmas@Irlcmaspe com SIGNED: 1111512016 R ! IL o 1k tjq D 5 *. Ai1rc G` Luis R. Lomas P.E. FL No.: 62514 REVISIONS ' REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 RL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L. CONCRETE/MASONRY BY OTHERS •' G 1 1/4" MIN e n 1 1/4" MIN EMBEDMENT OPTIONAL 1X BUCK u EMBEDMENT SEE NOTES 3 — 7 SHEET 1 a CONCRETE/MASONRY BACKER ROD & J 1/4" MAX. BY OTHERS 1/4" MAX APPROVED SEALANT SHIM SPACE I SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLER SHEET 1 3/16" TAPCON n EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT RIGID FILLERBEHINDFLANGE OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" MIN SEE NOTE 3 — 7 SHIM SPACE a EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS e 1 1/4" MIN APPROVED d• BEHI DFLANGE a EMBEDMENT ,IAMB INSTALLATION DETAIL a CONCRETE(MASONRYINSTALLATION e e 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ND DOORS, LLC R Noyes, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,ET MADKA\S -ilo%, 9 NOT SHOWN FOR CLARITY GRATZ, PA 17030 v GENS'A' d+ 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW oy6 5 * DESIGNED IN ACCORDANCE WITH ASTME2112 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DWG NO REV i 7AN 'ZOR\10t' DRAWNJ. L. 08-02357 B i s/ANAL 7jIllIIIlV1`\ SCALENTSIDATE09/03/14 1 SHEET 11 OF 12 L ROBERTOLOMASPE LOIS R. Lomas P.E. 32 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-6E0-0609 No s@xbmaspem. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL APPROVED B REVISED NAME AND ADDRESS 10/27/16 R L SEALANT BEHIND FIN 1 1/4" MIN EMBEDMENT 6 WOOD WOOD SCREW FRAMING BY OTHERS11/4" MAX SHIM SPACE 1/4" MAX T3/8" MIN J F WOOD FRAMING ,IBYOTHERS SHIM SPACE EDGE DISTANCE N6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1 /4" MIN. EMBEDMENT NOTES 1 /4" MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE APPROVED NOT SHOWN FOR CLARITY SEALANT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 Id 3/8" MIN 3/8" MIN J EDGE DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL jJ6 WOOD SCREW I WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED IF— 1 1/4" MIN BY OTHERS SEALANT EMBEDMENT 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 DRAWN DWG NO J.L. 08-02357 sCA'E NTS I DATE 09/03/14 1 SHEET 12 OF 12 L ROBERTO LOMAS PE I132 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 did—CMIrf—sp— SIGNED: 1111512016 K I 1 ` I0/ G E N SF: 9J,• Ir• 0. 6 k: TAT E OF ; Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 r l. • a.. "._ ! .fir '*"• x# '[. t' '. _.• .- J, ya,„r c t A ` r .r v --1 •<, • L !+- , a',wil3 rrr:C .i i a 0.iirii 3 BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts i Publications I FBC Staff t BCIS Site Map I Links Search db,pr al Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G' Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsltlinger@miwd.com Authorized Signature Brent Sitlinger bsithnger@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 I--,(- 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. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15353 R2 COI FLCOI.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B http://www.floridabuildinc,.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqtH8572qvdNVIS... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 06/15/2015 06/15/2015 06/21/2015 08/19/2015 FL # Model, Number or Name I Description 15353.1 15764 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 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 FL15353 R2 AE 512072A.odf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 i 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 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 FL15353 R2 AE 512063A.odf span: 83" Created by Independent Third Party: Yes 115353.3 15765 1 Horizontal Aluminum Mullion I 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 FL15353 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 FL15353 R2 II 08-01440A.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 512064A.Ddf span: 83". Created by Independent Third Party: Yes 115353.5 1 CM-18514 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01442A.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 FL15353 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 II 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 FL15353 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 115353.7 1 CM-18523 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01452A.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 512076A.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-16531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01443A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=m,GEVXQwtDgtH8572gvd WIS... 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.Ddf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01453A.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 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM 18533 Vertical Aluminum MUllmn Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.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 512068A.Ddf 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 FL15353 R2 II 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.Ddf span: 104-1/4". Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida... Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mall If you have any questions, please contact 850.487.1395. -Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: Credit Card I Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVX QNArtDgtH85 72gvd WI S... 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 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=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM 15 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 RESPECTIVELY 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 = W1 + W2 2 REMSIONS DESCRIPTION REVISED INSTALLATION DETAILS ANCHORING NOTES' 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3 2) FOR ANCHORING INTO CONCRETE USE 1/4" 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 MANUFACTURERS 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 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN DWG NO V.L. 08-01439 ScAEE NTS IDATE 01 / 1 1 / 12 1SHEET 1 OF 3 DATE I APPROVED 06/10/15 1 R L. SIGNED: 0611112015 O,E6 N T' 13 T 5EOF ; R10t 107 3/8" COMBINED WIDTH W1 BY FRAME HEIGHT WINDOW WINDOW MULLION SPAN) L-j 107 3/B" COMBINED WIDTH W1 83" J/ FRAME WINDOW HEIGHT WINDOW MULLION SPAN) J 107 3/8" COMBINED WIDTH 1 W2 BY W f J WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPA If W2[::-- W1 107 3/8" COMBINED WIDTH Desian Dressure rating (Dsn Mullion span (in) Tributary width (In) 18.13 25.50PT42.00 48.00 52.13 25.00 1300 1300 1300 1300 1300 37.38 1300 1300 1270 1270 1270 49.63 1207 943 738 72 1 720 62.00 71 0 522 35.9 334 323 65.63 596 43.7 296 274 263 72.00 12 32.7 244 21.8 199 190 84.00 28 1 203 15.0 112 11.9 11 3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/8" COMBINED WIDTH-[ 8/' J/ IWDOWFRAME 'WINDOW HEIGHT MULLION SPAN) J /J 107 3/B" COMBINED WIDTH W2 83" W1 J J WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION SPA LAIL IF-- W1 W2 - 107 3/8" COMBINED WIDTH REVISIONS REV I DESCRIPTION DATE •PPROVEO A I REVISED INSTALLATION DETAILS 1 06/10/15 1 R L. 107 3/8" COMBINED WIDTHF_ W2 83" L/ W1 I J WINDOW FRAME HEIGHT WINDOW WINDOW MULLION J SPAN) 1 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107""AS SHOWN HEREIN Design pressure rating (pst) With rebar ontion Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 148.00 52.13 25.00 1300 1300 1300 1300 1300 1300 37.38 1300 130 0 127.2 1270 1270 1270 49.63 1207 943 77 9 738 72 1 720 62.00 924 700 533 481 448 434 65.63 800 586 44.2 397 367 353 72.00 603 439 328 292 26.7 255 84.00 377 273 201 177 16.0 151 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W1 -{I- 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 V.L. I 08-01439 sc'r NTS -- 01/11/12 s-2 OF 3 SIGNED: 0611112015 R 11L 04f7 i G E N T .-fo+ oTAT 5EOF 0 w iFS' • ORID* i 1s 0NA11 N\ 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN EMBEDMENT I II IIIJI Lr___ UIII 1/4" TAPCON SECT5796 0.843" CLIP OPTIONAL REBAR MT000022 CLIP SECT5764 MULLION 10 WOOD SCREW I II 1 1 3/8" MIN EMBEDMENT WOOD FRAMING/ 1/2" MIN 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE, CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 3 261 " I 1.375" MT000022 CLIP 16GA (.063-) GALVANIZED STEEL 214 0"-1 U 1 J1. 25" SECT5764 MULLION ALUMINUM 6005-T5 125" THICK f— 0.688" 1 531" RF-185-2 REBAR 16 GA (.062) GALVANIZED STEEL REVISIONS REV - DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R L. 3 750" 1 000" — 0 375" d, 0 422" 2 032" 2 875" 0" 0.843" 2X 00.210" 4 000" SECT5796 CLIP I FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 125' THICK 3 750" 2 189" — 1 0 O" 0 375" 0 843" T— 2X 00 21D" I 1.562" 1.562" I SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5 .125" THICK SIGNED: 0611112015 MI WINDOWS AND DOORSRIILO ii11650WESTMARKETSTREET GRATZ, PA 17030-0370 5 . • • • // v •'\GENSF 0% 6 * 5764 - VERTICAL MULLION 83 MULLION SPAN a`JINSTALLATIONDETAILSANDCOMPONENTS0 , TAT OF OC• DRAWN DWG NO REV SV.L. 08-01439 A 7j1o 1 111 1\\\ SCALE NTS DATE 01/11/12 S"`3 OF 3 Florida Building Code Online Page 1 of 3 BCIS Home j Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ! BCIS Site Map Links search I! Product Approval M w orUSER Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O 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 R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Yj 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 Florida Licensed Professional Engineer or Architect FL13223 R3 Equiv ASTM C1186 Equivalency Sioned.odf http://www.floridabuilding.orc,/pr/pr app dtl.aspx?param=wGEVXQNAtDqvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 I 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 06/17/2015 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 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furring.OdfApprovedforuseoutsideHVHZ: Yes FU3223 R3 II Install Cempanel Sldina.odfImpactResistant: Yes 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 Furrina.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 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2576-15 Panel to Furring.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Sidino,odfImpactResistant: Yes 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 Furring.pd 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.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122 04.1)df 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 Furring odf FL13223 R3 AE NOA 15-0122,04.Ddf Created by Independent Third Party: Yes Back Next Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824 The State of Flonda is an AA/EEO employer. Cooynaht 2007-2013 State of Florida..: Privacy Statement : Accessibility Statement : Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address If they have one The 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: M ibind http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk-6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Credo: Card Sate http://www. fl on dabuilding. org/pr/pr_app_dtl.aspx?param=wGE VXQvADgvRk6bsvZ66FC... 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 1B, 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 OrGrruifi`iii-i a F: 2412 + STATE FLORIOPrNSjRE l* JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshard ie,com EVALUATION SUBJECT HardiePanelS Siding James Hardie Product Trade Names covered In this evaluation: HardiePanelO Siding, CempanelO Siding, Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Cade® RONALD I. OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (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 Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load 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 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches onxenler with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5/16" 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 0225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 209auge Metal studs spaced at 16 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 20gauge 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 11149-98/l554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 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. Ramtech Laboratories Report IC-1274-N (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test. 5/16" 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 ring shank nail 11. Ramtech Laboratories Report IC-1057.89 (ASTM E72) Racking Shear Test, 5116" 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 112a4-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener lltll l l 11111 I1!///// C141 2412 p STATE UF/ ":Q 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 f in.1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49 7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-9711475 Ramtech 0 3125 48 2X4 wood, SG t 0.36 16 4 8 H• 0.091 in. shank X 90 30.0 HD X 1.5 in. tin rim shankhank nail Min, No 20 gauge X 3.625 in. X Min. No 8 X 1 In. long X 0 323 In IC-105"9 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56 6 1.375 in metal stud head screw MinNo 20 gauge X 3.625 in. X Min, No 8 X 1 in. long X 0.323 in IC- 1055-89 Ramtech' 0.25 48 1. 375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30 6 head screw ET& F 0 100 in. knurled shank X 11149- 98/1554d Ramtech 0.3125 48 Alin No 20 gauge X 3,625 in. X 24 4 8 1.5 in. long X 0.25 in head 170 56.7 1. 375 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 in. X ET& F 0.100 in. knurled shank X 11149- 98/1554d Ramtech 0.3125 48 1 375 in metal stud 16 4 8 1.5 in long X 0.25 in head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2 Hardie Panel Siding complies with ASTM C 1186, Standard Specification for Grade it, Type A Non -asbestos Fiber -Cement Flat Sheet& Table tb, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls'• t Fastener Spacing in. I Frame ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame Type in ) Supports Supports Fastener T p plf IC- 1273.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 6038 201.3 IC- 1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.6 2329 IC- 1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 1533 IG1274- 94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d, 0 091 in. shank X 0.225 in 10868- 97/1475 Ramtech 0.3125 48 2X4 wood, SG Z 0.36 16 4 8 595,4 198.5 HD X 1.5 to long nng shank nail Min No 8 X 1 in. long X 0.323 in IC- 1057-89 Ramtech 0.25 48 Min. No 20 gauge X 3.625 in. X 16 6 24 6 6 head diameter ribbed bugle 9900 123.8 1, 375 in metal stud head screw ET& F 0.100 in knurled shank X 11284- 99/1580 Ramlech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 1.5 in long X 0.25 in. head 1227.0 153.4 1. 375 in metal stud diameter pin fastener ET& F 0.100 in. knurled shank X Min No 20 gauge X 3 625 in. X 11284-99,1580 Ramtech 0.3125 48 1 375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pin fastener 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular 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. 011fC lnu. G 24121,--) r' -1A _ . 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 DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used vnth combination loading equations for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress 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 5-1 B, 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 bad factor of 0.6 applied to the wind velocity pressure Equation 1, q,= 0-00256'K;'Ka KfV2 (ref. ASCE 7-10 equation 30-3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor K, , 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 Equation 2, V=V„ r (rof. 2012 IBC d 2014 FBC Section 1602.1 dermitions) VA , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 3, p=q,•(GC,-GC,) (ref. ASCE 7-10 equation 30 6-i) GCp , product of external pressure coefficient and gust -effect factor GCp, , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K; Kn'Kp'V,,,''(GCp GCp,) Allowable Stress Design, ASCE 7-10 Section 2 4. 1, load combination 7 Equation 5, 0 6D + 0.6W (ref. ASCE 7-70 section 2.4.1, load combination 71 D , dead load W ,wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p,,, = 0 6'[p) Equation 7, p_d = 0.6'[0.00256'K- K,,'Kd'V„ -(GCp GCp,)] Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 4 solve Equation 7 for V, ., Equation 3, V,a = (p_,10 6'0.00256'K; K,, KL'(GCp GC,))" Applicable to methods specified in Exceptions 1 through 3 of[2012 IBC, 2014 FBC] Section 160R 1 1, 10 determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V.,, = V. ' (0.0.1 (ref. 2012 IBC S 2014 FBC Section 1609A 1) Vsd . Nominal design wind speed (3-second gust mph) fref. 2012 IBC d 2014 FBC Section, 16-02.1) Table 2, Coefficients and Constants used in Determining V and p, K, Wall Zone 5 Height (tt) Exp B Exp C Exp D K,. Kd GC GC., 0-15 0.7 085 1.03 h560 1 0.85 1 A 0.18 20 0.7 0.9 1.08 1 0.85 14 0.18 25 07 0.94 1 12 1 0.85 14 0.18 30 0.7 0.98 116 1 0.B5 1.4 018 35 0.73 1.01 119 1 035 1.4 018 40 076 1-04 122 1 1 085 1.4 018 45 0 785 1 065 1 1.245 1 0.65 14 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 14 0,18 60 085 113 1.31 1 0.85 1-4 0.18 100 0.99 1.26 143 h>60 1 085 1.8 0.18 mv tr ' 2-412 STATEF/ FLORID P' lllli! lllt 1115ti11 1r_ 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. 1-88B-542-7343 into@j ameshardie. corn Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed (3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) B B B B B B B B B 8 B B B B 0-15 14.4 15.9 17.5 191 20.8 24A 28.3 325 37.0 417 46.8 52.1 57.8 63.7 20 14A 15.9 17.5 19.1 20.8 24 4 28 3 32.5 37.0 417 46.8 521 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32 5 37.0 41.7 46.8 52.1 57.5 63.7 30 14 4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46 B 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -19.0 20.7 22.6 1 -26.5 30 7 35.3 40.1 453 50.8 56.6 62.7 69.1 45 16.2 17.9 1 -19.6 214 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.8 71.4 50 16.7 18 4 20.2 22.1 24.1 28.2 32.7 37.6 42 8 48.3 54.1 60.3 66 8 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75.5 100 25 6 282 31.0 33 8 36.9 43 3 50.2 7. 65.5 4.0 82 9 924 102 4 112.9 Table 4, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 21D Height (it) C C C C C C C C C C C C C C 0-15 17.5 19.3 21 2 23.2 25.2 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 24.6 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 • 25 6 27.9 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 26.7 29.1 34.2 39 6 45.5 51 8 58 4 65.5 73.0 80.9 89 2 35 20.8 23 0 25.2 27.6 30 0 35 2 40.8 46 9 53.3 60 2 67.5 75.2 83.3 91.9 40 21.5 23.7 26.0 28.4 30.9 36.3 42 0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 1 -26 6 29.1 31.6 37.1 43,1 49.4 56.2 63 5 1 -71.2 79.3 87.9 96.9 50 22.5 24.6 27.2 29 7 32.4 38.0 44.1 5D.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 1 -27.7 30 3 33.0 38.7 44.9 51.5 58 6 66.2 742 82.7 91.6 101.0 6 4 6 4 84-1 2 1 2.8 100 32.6 35.9 1 -39-4 43 1 46.9 55.0 63 8 73.3 1 -83.4 94.1 105 5 117 6 130 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 Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 213 1 30.6 35.9 41.6 47.6 54.4 61.4 68.8 76.7 85 0 93 7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 591 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29 0 31 6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24 5 27 1 29.7 32 5 35.3 41.5 48.1 55.2 62.8 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 65.7 742 83.2 92.7 102 7 113.3 50 26.2 28.9 31.7 34.6 37.7 44.3 51.3 58.9 67.1 75.7 84.9 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 1D5 4 117.4 100 37.0 40.8 44 7 48.9 53.2 62.5 72.5 83.2 94.6 106.8 119 8 133 4 147.9 163.0 Tables 3. 4, and 5 are based on ASCE 7-10 and consistent vAth 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@iameshardie.com If fil Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)8 ,.11\'N t`(tQt .. mot : pTIFI&a-.. 20121BC. 2014 FBC 201218C, 2014 FBC Q_ . 241 2 s3 1 z\ c N 9A'. $ TATE IMF!/ i` •• F f C/;''.... a RI.DP: i r rr\\\ 17j7 71llfllll 11It,1`\``\\`` Coefficients used In Table 6 calculations for V„ i, Allowable, Ultimate Design Wind. Speed, V 3- second gust mph) Allowable, Nominal Design Wind, Speed, V. °,° 3- second gust mph) Applicable to methods specified in [2012 IBC, 2014 FBC] Section 1609. 1 1. as determined by 12012 IBC, 2014 FBC] Figures 1609A B, or C Applicable to methods specified in Exceptions 1 through2014 FBC][ 012 BC 1609,on 1. 1 Wind exposure category Wind exposure calegorV Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Heights feet) B C D B C D Allowable Design Load PSF) Exp B Exit C ExD D 1Ca Ke GC,, GCN HardiePaneM9 5/ 16 48 6d common 6 2X4 wood Hem - Fir 16 0- 15 186 168 153 144 130 118 1 -49 7 07 085 103 h560 1 085 14 1018 20 186 164 149 144 127 116 49.7 0.7 0.9 108 1 0.85 14 1018 25 186 160 147 144 124 114 49.7 07 094 1.12 1 0 95 14 0113 30 186 157 144 144 121 112 49.7 07 0 98 1.16 1 0.85 14 0.18 35 182 154 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 14 018 40 178 152 141 138 118 109 49.7 076 1.04 122 1 0.85 1A 018 45 175 150 139 136 117 108 49 7 0 785 1.065 1.245 1 0.85 1.4 018 50 172 149 138 134 115 107 49 7 081 109 1.27 1 0 85 1A 018 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0 85 1.4 018 60 168 146 136 130 113 105 49.7 0.85 113 1.31 1 10.85, 14 0.18 100 139 124 116 108 96 90 49.7 0.99 126 143 h>60 1 0.05 18 018 HardiePanel® 5/ 16 48 Bd common 4 2X4 wood Hem - Fir 16 0- 15 233 212 192 181 164 149 78 7 07 085 1 03 h560 1 0 85 14 78 20 233 206 188 181 159 146 78.7 0.7 0.9 1.08 1 0 85 14 0.18 25 233 201 185 1B1 156 143 78.7 0.7 0.94 1.12 1 0.85 14 018 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.85 14 018 35 229 194 179 177 151 139 78 7 0.73 1.01 1.19 1 0.85 14 018 40 224 192 177 174 148 137 78.7 0,76 104 1.22 1 0.85 14 018 45 220 189 175 171 147 136 78 7 0 785 1.065 1.245 1 0 85 14, 018, 50 4 187 173 3 145 134 78 7 1 081 1 09 1.27 1 0 85 14 018 55 214 185 172 166 144 133 78 7 0.83 1 11 129 1 0.85 14 018 60 212 184 171 164 142 132 78.7 0 85 1.13 1.31 1 0.85 14 018 100 175 155 146 136 120 113 78.7 0.99 1.26 1.43 h>60 1 0.85 1.8 018 HardiePaneM 5/ 16 48 6d common 6 2X4 wood Hem - Fir 24 0- 15 1 147 134 121 1 114 103 94 31 3 07 085 1 03 h560 1 0.85 14 018 20 6- 7 130 119 32659 101 92 31.3 07 0.9 108 1 o.ES 14 0.1e 25 7 127 116 5 98 90 31.3 07 094 1.12 1 085 1.4 0,18 30 147 124 114 114 96 89 31.3 07 098 1.16 1 085, 1 4 018, 35 144 123 113 112 95 87 31.3 073 1.01 1.19 1 0.85 14 0.16 40 141 121 112 1D9 94 86 31.3 076 1.04 1.22 1 0.85 14 0.18 45 139 119 110 108 92 86 313 0.785 1.065 1.245 1 0.85 1A 018 50 137 118 109 106 91 85 31.3 0,81 1.09 1.27 1 0 85 14 018 55 135 117 108 105 91 84 31.3 0.83 1.11 129 1 0.85 1A 0.16 60 134 116 108 103 90 83 31.3 085 113 1.31 1 0.85 1,4 0.18 100 111 9B 92 86 76 1 71 1 -31.3 0.99 1.26 1.43 h>60 1 085 1 8 0.18 HardiePanel® 5l16 48 6d common 4 2X4 wood Hem - Fir 24 D- 15 182 165 150 141 128 116 477 0.7 085 1.03 hs60 1 0.85 1.4 I Dial 20 182 160 146 141 124 113 47.7 0.7 09 1.08 1 085 14 0,18 25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 1 0.85 14 0.18 30 182 154 141 141 119 109 47.7 07 098 1.16 1 0.85 14 018 35 178 151 139 138 117 108 7.7 0 73 101 1.19 1 0 e5 14 018 40 174 149 138 135 116 107 47.7 0.76 1.04 1.22 1 0.85 1.4 018 45 172 147 136 133 114 106 477 0785 1.065 1.245 1 0.85 14 018 50 169 146 135 131 113 105 477 0.81 1.09 127 1 D.85 14 018 55 167 144 134 129 112 104 477 0.83 1 11 1.29 1 0.85 14, 018. 60 165 143 133 128 111 103 47.7 0.85 113 1.31 1 0.85 14 01e 100 137 121 114 106 94 88 47.7 099 1 26 1.43 h>60 1 085 1 e 018 HardiePanel' 5/ 16 48 4d, 0. 091 n. shank X 0 225 in HD X 1.5 in. long ring shank nail 4 edge 8 field 2X4 wood SG20. 36 16 0- 15 144 131 119 112 101 92 30 D 0.7 0.85 1.03 h560 1 085 14 0,18 20 144 127 116 112 98 90 30 D 07 09 1 1.08 1 085 14 018 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 085 14 018 30 144 122 112 112 94 87 30.0 07 0.98 1.16 1 0.85 1 4 018 35 141 120 111 109 93 86 30.0 0 73 1 01 1.19 1 0 85 1 4 0 1e 40 138 118 109 107 92 85 30,0 0,76 1,04 122 1 0,85 1-4 0 18 45 136 117 106 105 91 84 300 0785 1.065 1.245 1 0.85 14 018 50 134 116 107 104 89 83 30.0 0.81 109 1.27 1 0.85 1.4 018 55 132 114 106 103 89 82 30.0 083 1 11 1.29 1 0 85 1 4 0 to fi0 131 113 105 101 88 82 30.0 0 85 1 13 1.31 1 0 85 1 4 0 1e 100 108 96 90 84 74 70 30.0 0.99 1.261 1.43 h>60 1 0851 1 81 01e 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 NNO V A ijj jJ=IIyC,q. t:. 20121BC. 2014 FBC 2012 WC, 2014 FBC 24 12 .-1 J _ Allowable, Ultimate Design Wind, Speed, Allowable, Nominal Design Wind. Speed, vW , 6iv"° y STATE F 3-second gust mph) 3-second gust mph)zr Applicable to methods iS;•'' O RID specified in IBC, A icable to methods2012 specified in Exceptions 1 20011 FBCI Section through 3 of [2012 IBC, l1If1(IIIII II111 I 160a b 2014 FBC] section12012 IBC, 2014 FBC] 1609. 1.1 I Figures 16D9A, B, or C. 9Coefficients used in Table 6 calculations for V,,,, Wind exposure category Wind exposure category Siding K, Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing HeighP 1 B C D B C D Design inches) inches) Type Spacing Type Load inches) get) PSF) Exp B Exp C Exp D Kr Ka GC, GCS 0. 15 198 180 163 153 139 126 56.6 07 0.85 1.03 hs60 1 0.85 1.4 018 Min. No 8 X 20 198 175 159 153 135 123 56 6 07 09 108 1 085, 1 4 018 25 198 171 157 153 132 121 56.6 07 0.94 1.12 1 0.85 14 016, 1 in. long X Min No. 30 198 167 154 153 130 119 56.6 0.7 0.98 1.16 1 0.85 1A 0.18 0. 323 in 20 gauge 35 194 165 152 150 128 118 56.6 0 73 1.01 7.19 1 085 1 4 0.18 head X 3.625 40 190 162 150 147 126 116 36.6 0.76 1.04 122 1 0.85 1 4 018 HardiePanelV11448diameter 6 in. X 16 45 187 161 148 145 124 115 566 0785 1.065 1.245 1 0.85 1.4 0.7 ribbed1.375 in 50 184 159 147 143 123 114 56.6 10,81 109 1.27 1 0.85 1 4 018 bugleheadmetal55 182 157 146 141 122 113 56.6 0 83 1.11 129 1 D 85 1 4 0.16 studscrew' 60 180 156 145 139 121 112 56.6 0.85 1.13 1.31 1 0.85 1.4 0.18 100 149 132 124 115 102 96 56.6 0.99 1.26 1.43 h>60 1 085 1 8 018 0- 15 146 132 120 113 102 93 30 6 07 085 1 03 hs60 1 0.85 1.4 018 Min, No X 20 146 128 117 113 99 91 30.6 07 0.9 1.08 1 0.85 1-A 0.18 25 146 126 115 113 97 89 30.6 07 0,94 1.12 1 0,85 1 4 0,16 1 in. long X Min. No. 30 146 123 113 113 95 88 30.6 0.7 0.98 1.16 1 0 85 1 a 0.18 0- 323 in 20 gauge 35 143 121 112 110 94 86 30.6 073 1.01 1 19 1 0.85 1 4 0.18 head X 3 625 40 140 119 110 108 93 85 306 0.76 1.04 i.22 1 0.85 1.4 018 HardiePaneM1144Bdiameter 6 in X 24 118 109 106 91 85 306 0785 I-M 1245 1 0.85 14 018 ribbed1.375 in 135 117 108 105 90 84 30.6 0.81 1.09 127 1 0.85 14stud bugleheadmetal 134 116 107 1 D4 90 83 30.6 0 83 1 11 1.29 1 0 65 1 4 0.1Bscrew' d45137132115106102898230.6 085 1 13 Lit 1 0B5 14 0 18109 979185757030.6 099 126 1.43 h>60 1 0.85 1.8 0.18 198 180 163 153 139 127 567 07 085 1 03 h<-60 1 065 14 01E ET& F 0. 100 in. 198 175 160 153 135 124 56Y 07 0.9 1.08 1 0.85 1 4 0.18 25 198 171 157 153 132 121 56.7 0.7 1 0.94 1.12 1 0.85 1-4 01e knurled Min. No 30 198 167 154 153 130 119 56.7 0.7 0.98 7.16 1 0.85 14 018 shank X 20 gauge 35 194 165 152 150 128 118 56.7 0.73 1.01 1.19 1A 0.18 1.5in. long 4 edge X 3.625 40 190 163 150 147 126 116 56.7 0.76 1.04 1.22 14 018 Hardie Panel® 5/16 48 X 0. 25 in. 8 field in.X 16 45 187 161 149 145 124 115 56 7 0 785 1.065 1.245 1 4 018 head 1375in50184 159 147 143 123 114 56.7 0.81 1.09 127 110,1,15 1 4 0.18 diameter metal55182 157 146 141 122 113 56.7 083 1.11 1.29 t.a 0.16 stud pinfastenerz 60 180 156 145 139 121 112 56.7 0 85 1.13 1.31 14 0.18 1009 132 124 115 102 96 56.7 0.99 1.26P1.24 h>60 1.8 0.18 153 139 126 118 107 98 337 07 085hs60 10.85 141 0.16 ETd F0-15 0.100 in. 20 153 135 123 118 1 D4 95 33.7 07 0.9 1 0.85 1.4 0.18 25 153 132 121 118 102 94 33.7 D.7 0.94 1 0.85 1.4 016 knurled Min No. 30 153 129 119 118 100 92 33.7 0.7 098 1 085 1 4 018 shank X20gauge35150 127 117 116 99 91 33.7 073 1.01 1 0.85 1 4 018 1.5in. long 4 edge X 3.625 40 147 125 116 114 97 90 33.7 0,76 1D4 1 085 1.4 018 HardiePanel 5l1648Xin. 8 field in. X 24 45 144 124 115 112 96 89 33 7 0 785 1.D65 1 085 1 4 018 head head 1.375 in 122 113 110 95 88 337 0.81 1.09 1.27 1 1 a 0 18pin diameter metal140 121 113 1099487-30.63111129 1 085 14 0.18 stud fastenedW50) 142 139 120112 107 93 B7 33.7 085 1.13 1.31 1 0.85 14 0.18 115 109 95 89 1 79 74 33.7 0.99 1.26 1A3 h>60 1 1 10851 1.8 018 1. Screws shall penetrate the metal framing at least three tull threads. 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in 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 [2012 IBC, 2014 FBC] Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 26.5-1A, 26.5-113, or 26.5-1C. 5 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 12012 IBC, 2014 FBC] Figures 16D9A, 1609B and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Secbon 1609 3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Ka=1, Kd=O 85, GCp=1.4 (h560), GCp=-1.8 (h>60), GCp,,=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 HARDIEO BRAND FIBER-CEMENTPANELS TO WOOD FURRING SOLUTIONS- JAMES HARDIE BUILDING PRODUCTS, INC. r 10901 ELMAVENUE_..,.. FONTANA,•CA92337.'_. i ` A` TABLE OF CONTENTS -, ` z ,,. • ~_ - PAGE r COVER PAGE ,_ _ _.. _. r 4 _ R T, c' EVALUATION SUBJECT 2 EVALUATION SCOPE EVALUATION PURPOSE REFERENCE REPORTS ' TEST RESULTS " ' .'.'"F i . ' •; i ; r 2' l,'^ TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING t . i. _ , t". 2 TABLE,IB,ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREWAT 10' O.C. ^ t - 2, •s M JUSTIFICATION OF, USING•T'HE, RE,SULTS,ON,UGHT GAUGE STEEL FRAMING DESIGN WIND LOAD PROCEDURES TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p- - +— . ` 4. TABLE 3. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B r `4' TABLE 4, ALLOWABLE STRESS DESIGN Ck PRESSURES EXPOSURE C• 4,''i , TABLE 5,ALLOWABLE STRESS DESIGN'6k PRESSURES EXPOSURE D- ' 4", . TABLE 6, ALLOWABLE WIND SPEED.NPH)'FOR HARDIEPANEL SIDING' 5-6, . ri AS PRODUCT EVALUATOR, THE -UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE 1111THJ:HEf., REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA'BUILDING CODE, AND THE 2012 INTERNATIONAL'BUILDING CODE. PREPARED_ BY: RONALD 1. OGAWA& ASSOCIATES, INC, Q < 16635 ALGONOUIN STREET SU3.'' y r •. HUNTINGTON $EACH, CA92649 - 7.14-292.2602: F._ - b:. _.._..., . _.. ... .` _ , . . .... _ 7-14-847.a595 FAX.:: _ - - • ,- fit' ti cc; fitlilrriff/ RONAL.D L OGAMASSOCLATES. MC. 16835 ALGONQUIN STREET 9443 HL*MNGTON SEACH, CAS2649 T) 714-292-2602: (F) 714-847.4595 PROJECT: WO.25M15 EVALUATION SUBJECT HordieParw* Siding James Hard)s Produci Trade Names covered bn this evaluation: HarooPmwit Sx6 np. CarparAW Saeq• Proved w' Perm Sdng EVALUATION SCOPE: ASCE 7.10 2014 Fkadids Buiaakrp Coda 2012 tMWrd l" ButLd Cods 20t2 b rAwns8mal Residenml Coda EVALUATION PURPOSE: This arwysh Is to GMamine the ma.srnan das:gn 1eeobnd cum weed speed to be feslerd by an sasernby of HardraPanal (CemPenal. Prevail Panel) slop tatlerrd 10 wood tunvrgs on *WW wdod or metal hating with rails or screws. REFERENCE REPORTS: 1. Ira~ Report 102C243G3C00-WO AT.. beg Mg. HardiMan4 TEST RESULTS: Table U. Results of Tran"orm Load Tasting Ftoms Fawner Monslo A 0wXbw Test TnKurrea Spbo v Spatap Fas.•mar Type toad Dea-7n mod' Report Number A2vnczy lei V"d!h M) Freme T tin. An) and OvneniU MSFI PSFi Ftitvro 161000 tC202a363Cb000tA Intsrtek 03125 4e 2X4 wood sbrd, 3W a*& by 3.5 la a No. e x 1.25- btp A 0 373- No 1W.7 53.6 Paltivou311fraCun WOSPFhatrng nbbadtx,2lehead screw s 102024383COO- 0DSA Intertek 03125 4e 2%4 wood 04 34' Valk by 3'5- 16 a No e x 125' W9 x 0.373' tic 53tA 3.e pug thtougn- vide SPFhsrrqnbbedbugWheadacre" 122024383COa001A trnsertsk 03525 4e 2Y I wouc stud, 34' sock by 35' 19 t2 No. e x 125- taq x 0323' MD 13a.7 35 a PLO DIl wade SPF U"V Woo mleMad &a*" 502024363C O-MIA hlts:Ak 0. 3125 46 2X4 wood StUd' 3K' awci by 3'5• 16 6 shark a 0215' NO x 1. 5' 1<1.6 4i p1p ItaOvg' l RnctLri wide SPF henng bun. r . shankreal10=4305CZ), d IA InIsnak 0. 3125 4e 2x4 wood surd. 3!4' vu= by 3. 24 a N0. a x 125' 10n2 x 0 32T HO 7 a7.e p, L9rbug'n rtrxzun wide SPF hang nobed bulls needscrews1. At tasi rws were n4aWd on IwMV wCout pen Wrion w= an f.orur g /M.'rnbere. 2. Atpwable bed a aowv4n@d from u m. Ias bad dvioe0 by a ts=x 0t salsty of 3 3. Har"Panal SAmg compass with ASTM C 1106, Standard Speoi & n 10r Grade 11, Type A kon-asoeso3 F,ber•LWr'Ma FW Shots Table 1b. Analyst of /JbOwebte Load for et Screwy at 10' O.C. 98 Strew ebna Fastar SNload a 12 10 Fn. me to 16 16 1a Fastener Tnb• 089 1.33 1. 11 Abowab 430 354 3e.a lnarodusl fast" 3b g 7.2 43.1 The tasmrrr bad for 08 saew at 1 T O.C. was tali fated 03 ft svenge a. the tot„ recta s Ry e^ and 1. O.C, r The a3owa :le bad fot ee screw at re spso.y of I O.C. Into tunng can be —alp nabad by mterpotauq 0r revAs at same fastener IN e' am 12' O.C.. sunk boon task had sane tale* mods ot faslaner pa Vwou,Th tram the parrs. At shown in ate table, the afdwabie bad tor ie screws in sped at 1 Q' O.C. to wand tummi; is as pet. Jvetlticstton 0t Us1ng on Resufb Od Ught Gauge 5" Fran" in ar "kiedt axwe aWw aV isswo n wra amours to ttenng only. so whaarr the tunilg is a=hed to wood or steel fnr^,mg ages not alto[ Pahets" M-4veras load cap&==. trs ale P"cl Waft i; rasp onm*zp'to ensue the tumn; amarnrrnrd and hamklg marnooem to he" f,:b tom bed tapSgWa. rIl ttil(1t'+OGAINn i tl STATE 1 RONALD L OCAVAASSOCiATES, INC. IU35 ALGONWN STREET 0443 HUNTINGTON BEACH. CA 92649 n 7 t 4-2D2-2M (F) TIC-847-4595 PROJECT: PJD-2579-15 DESIGN WIND LOAD PROCEDURES: FtoertKttard srdnlp renstarw 10ed a,arr•1. (vrrt0 ba0 oPadry) 0 6a1r.7unW w c 7tpWnu ncaip io ttans..•u Wad na7aeW uc cane dii. Vu w tanr.+erse ImC tu7np sn t rams oea n baa is dalorminod basa0 on a taut of safely Of 3 appWC to Iris UUMAta 09 kw. Equation 1, q,W.OD256'1"K„'lC.•tA . gel. ASCE 7-10 e7ual w 3.73-11 4 , Velocity proscun at hai;M x K . +elocrty Pr Asxv aiposure melfriant wakiaud at hwpiu t b *Wtic team Equatlon ; IG . wifld deaQtOnafitf teQO( V , bask wind spaad (348card Qua MPH) as de moned Nom 2012 IBC Figures 16D9A. B, or C; ASCE 7.10 Founts 26 5-7A B, or C V-V. (ref 2012.BC S0ctw 1502.1 dc4m6orW V.. y1p1nL1e deeign wind apaeda (S-samnd gust MPH1 dmwmi W fmm 2^12 IBC Fyvns 163K 8• or C; ASCE 7-10 Figw" 2&S-1A, B arC Equation 3, P•q,'(Gc.'QC„) (ref, ASCE 7-IC eg.a om30,&1) GC. , Proud of aidenul pressure md5 cwK and gustaMd taaor GC„ . Product of ntamal "A"* mamaent and guaaffed tacw p . duian Preawra (PSF) tor sid (Yow Ws desgn toad for eidkV) To dtdmritrne dean Pressure. subsrsum q, rm Fguaborr 3, Equation 4, P•0.00256•K,'K,,.•fG„'V.s•( ,M r-GC.,i A/ owabio Smar Desyr., ASCE 7.10 Serbm 2.4.1, bad mm.birso %on 7 Equation i, 0 6D - 0.6W w ASCE 7-70 swoon 2 e. " lead conyraw" 7j D , deed bad W , wwc load To cwwft a the Aaowabb Stress Lesgn Prams$*. •PVty the bad feclPrfer W (mnd) from Equator a to P (design pnssurel OWAMW40 from e.7uapah I Eguallon a, Pam. • 0 e'IP) Equation 7, Pam. • 0.910.00256'K'KWK,'.s•(GC.-GC.)) Egw: on 7 is used to papdam Tsbie 3, 4, end 5. 7c deform -he the aft"Ne WLA V'D baw word epead for Hero* Siring in 7'a9le6, sa°.0 E?uahon 7 for V. Equation I. V.• Ap. nficaJJr t0 malh Ws spe"Win Exzeo4ovn 1 through 3 0f 201218C Saebon 1 ti0y.1,7„ to dekmvrat the asowaale nor canal des'ph rind speed Cues:) for Hsrd a UL-igb lank E. sav'y :he cwmrs:w WOW Equation a, Vim. • V. • (0.6fs pef 2012 )SC Sa:,on 760G.3 11 V . L . Nor nat design Wind speed (3-swood quit nqh) (m.'. 20:2ISC So=xin. 1672.1j fffll/ I/iisi f v ova ' 4 o STWE 3/ 0 N AL 3 RONALD L OGAWAASSDCIATES, INC. 1605 ALGONOLUN STREET 0"3 HUNT INGTON BEACH, CA 92642 T) 714-292-2602, (F) 7144147.4595 PROJECT., PJO-2576-15 Table t Coofficlervis and Conslasm used in MtorrWnft V and p, 4. Table 3, Adownibl. Mrs" Dm*n - Comp"a and CIA" (C,C) P.... (PSF) t. be Itesistacl t Varimm Wind Speed& -Wind E- 's Categorypas Vd'.d Speed (3-60co-d IOD 105 i'lo 115 120 130 143 ISO ISO 170 ISO M 200 I()- B 0.15 M4__A Ir!)- 19A 77jr-1 20 0 244 28 3 32T- 17 0' 6- I 20 144 177- H'r- 34 4 -- 77_-2a3-- 3-27-7 7 J77 46,11 - 7_52 17- 144- 7--.2Y6-- 772-44 2=3 - 32= 4F_B hZ 6- 63T- 3044Sr, rE- 74-4- 2-63 U5 35 i Me 2F5 33 ro ZZ r. 435 466 07 54 A 602 66 4 AO 1;7- 7 -1 -10 F m 9 7- 7o1 Z0 EZ23 Z91 4h 92- 7 rA- 7ff-3 3T_4 7TT_ 79 _4 41-9- V3_ G4.6 1.4 so 167 1 -18 4 0-2, F: 9R= 4: F 73,7- 55 20J 1=4 7 . 1.z 11.4 1 -.!j4 1 -,od I -"". . I - 4 1 vz- I w Zo a I Do 56 1 -20,2 1. 31,0 1 -33 5 f .38 v 1 -&3 3, 1 1 -bl-.2 - I - -W 6 1 t!, b 'I 74-0 1 412ir SI? A 1:1-1.4 1,12 Table 4. ADoumible SV*" Design - C4otponerK and CL&dcQrV (C&C) Pressures (PSF) to be Pawlsood at V&Kaua Wind Speeds - Wind Expmum Ca"ory C. 16,10 sp- mba 1.1-- 9=i i0o 105- 110-- 170 - 130 14 1-.0 2 - I t!sls r e c c c c c - c c c c c c 77T_ 1r3_ 212 232 25-2 N=1 34 439.6 MA 9 13.3 1101 20 166 20, 5 267- 364 AI 6 A?-5 3 7 652 a 745 151L 25 1104 214 Z3!, 27 IN31 6 0 655 30 sr 70 _ 2 22 3 7-26-f- 2-9 1 u 39b A F5- 71-e- 1-54 Zs -57-3 o eT-ft- Z.0- 20B 23 0 - 71=0 1' 408 46 9 513 2 1 _-6t1_2 75 7673-- e3 3 919, 40 2i.5 w3- 420 L53- 1-546- W_0• 69-5- 77,4- A5 7 -.242. 2-rG- 71- T -1 7.3-1.64.1.1 - 1& -4- 63 $ jI 2 77,j -I- V.c, D 225 1 - 246 P -27.2 1---=4 1 Iz 0 720 51. 2 pi14 2- 5b zz,v Z: z I _Z1.1 ju 3 jj fj 1=4FRII;pl IRERIE: 1 42. 6 101.0- N!, j 100226356 394 431 46 9 1 -550 1- -63 A 1 -73 3 1 63 4 1 -&4 1 -,1 105,5 117.6 1 1303 1436- Table 6, AllumtAm Swass Dimign-ComponardandCladcling(CL )Pm&vums(PSF)tob*taaiancat V.(t yvkn o sswecit. win 0 Eximu. c."m 0. t sposo (34mow jlmj 100 IDS o 115, 120 1 14, 150 1 1 1 1 i . D - 6 U7- D D D -- D 1) D 0 D. TT-2 25.7 729 1 9 7-!A 4 61.4 1 7 20 E_32- 4 6 27.0295 - V 1 3]-3 37.7- 43,7 55T Po - 644 • 2.2 - 404- 6B 1, 2 7"; 2rY,_ 33 0- Ifo 0 45 3-1 772 = 561 66874 to 7 634 b6 J62 a 1019 71 - O 5 30 316- W= 40A 4b9M 'a 7-Z -_3 9 A 35 74 _5 2f_1 N? 4-23- 3r3_ I• M2 U-6-09 56.2 58.3 40 4= 3 4= 4 F3_ F-FT•- WS 45 237-- 2a 3 311 340 3r5- 1'3 -A 7 -50 3 576 657 - 74 -7• w 7 1021 713.3 E:1=1TF] 7_57 671 67 6a f, 6 55 261 29-3 i22 59, 9 68 1 76 F, RR 2 961 064 117 vu Zi,U W V I V.4 I JD.1 JO V I-, Ab. 1 1 Z4'u 4W 0 a WW ibl I bi.t, I f.b iou I -j;v I a 1' 7 1 1-68 9 1 3 2 1 -&2 _', 1 71 946 1 1066 1 119-B 1 324 1 0 141 F, T&Ncs3,4. and$" based onISLE 7-10am! cmiLsteritwO V*1012 IBC, 2012IRC lklti ... ........... cc FLOIRNVJ- 0. ON All tl 4. 1. RL 0GAMAtSOCATES, Or- VJXS k4goe oj=w. PRXIU.-M. WC. IG125 ALG0r--_KN STREET 044S 14iW-*42-7343 KWArrINCTON W-AZK CA 12646 714262-2W-, (F) 7 14-94746ft PROJECT, P104SMIS 7 i A T4bW S. A1ltawaaM Ww4 Spimil jn4ih) NH Mordiaftrits( SWing fArodyt" OWMad in ASCE 7.10 Cbeprw 30 CAC PW! I Amd Part Jf AM-bM. 1.11.111tal, C6.-Ar VV"Al 60-d' 4-1 V. 6 ftpw Aoa A, pw or- M. dkjpMw_ MM ftq F%- I%&k & !fq thaw %WIA I., C, C-MAA V. u I-1k r'.c r..V mtu'-.w wit IAt N.. x 12WW"M I Ccwk&M% 7JU -AAAd 20" wAi* by 3 r Wood 1 Odifo 1b3l IIl w I.. In W2. I pft 10 zz i, t,f 1. 1 at, ru163110ud' UIP Q2 4" - 070,1 am, 1. 410 t"] o" cas11ZI Aso123i*3 W up I -Mr IN an cw 1If 31, IM Am as me 124 1,- 13 t' 1". S I ale OE t. 11 I. 1. 43 its as 146 lo I=- 113CA$ as- 1" 1360 W i35 110.. 109 ft A, C -.26279AMSCISCIAN1470I, 177, ILI A: As? Ila I On IA 1. 21. 63 1-1 IU 141 1316 117 1Di ADO U5 1211 20 tit su Us 63 b Ix 1.3 jo-wi A Iva la- I 1161141 At, i 4JE ascroo fYtl roc' AA* 0 Zap -1 grww%& is IM I- In 22 111 as cTi Dr 1v YI.0 AI Cft I COCIAAcI, A w IN S, - lit-' I: to F C. 1. lb 12 A I• AM IsLis 34 i's 34 12 w 10 C 1. Al- TK-r.T--F 7wF;;- W ft I. In 5 1 '04 1 u-I In A I.Z• 12. - 1.1, a. 50 I . 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Q A O CL W W REPORT NUMBER: 102024363COQ-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30. 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE CO©UITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 L 0 G,4 21 y STA F .` ss%11NAB Report of HardiePanel(D 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 PRODUCT EVALUATED: HardiePanelO EVALUATION PROPERTY: Transverse Load Testing This repot is for the exclusive use of Intertek's C.7rent and is prov;ded pursuant to the agreement i5vtween Intertek and its Client; Intertck's responsibility and hability are limited to the terms anc conditions of the agreement. Intertek assumes no liability to an), party, other than to the Client jr, ,accordance mtli the agreement, for any loss, expense or damage o=sioned by the use of this report On.'y the Client is authorized to copy or distribute this report and then only in, its en:v2:y. Any use of the Intcrtek name or one of its marks for the sale or adverbsement of the tested material, product or service must first be approved in wribn_q by Intertek. The obsenlations and test results in this report are relevant only to the sample tested. This report by ,—Neff does no: Imply that the material, product, or -service Is or has ever been under ara lnterwk cefUlication program. fames Hardie BuiidirQ Productr lnc. Report No. 102024363COO-001A 1 Table of Contents April 30, 2015 Page 2 of 7 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 Intenek 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. Hard iePan® yo Vertical Siding amesHardieelEFFECTIVESEPTEMBER2013Elm INSTALLATION REQUIREMENTS RESIDENTIAL SIN31-E FAMILY ONLY - PRIMED & GOLORPLUS- PRODUC f5 Visit rrvnv iameshardle,rgm for the most recent version. SMOOTH • CEDARMILL° • SELECT SIERRA 8 • STUCCO IMPORTANT- FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRfTTEN 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 HZI OTM PRODUCTS OUTSIDE AN HZ109 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. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. _ p CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Positron a" station so that wind wIL Dim dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and "as In working area 2. Position cutting station In well -ventilated area 2. Use one of the following metfwds: a. Best i. Score anc snap Ti. Shears (manual, electrc or pneumatic) NEVER use a power saw indoors b. Better: I. Dust reducing circular saw egwpped witha NEVER use a circular saw blade that does not carry the Hardalade saw blade trademark HardieBlade'saw blade and HERA vacuum extraction NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good. I Dust red:rc:ng circular satyr with a HardleBlade saw blade only use for low to : dick ate cutbrgl Important Note, For maxmum protection pmvest respirable dustprodaction), ,lames Hardie recommends always using "Best' -level cutting methods where feasible. NIOSH-approved rascal a as cart be used in conjunction with above cLA_ng practices to further reduce dust exposures. Additional eposure information Is avaulab,e at wvA%garresharde.com to help you determine the most appropriate cutting method for your job raciLi ements. If concern still exists about exposure lavels or you do not complymth the above pro ices you should alvrdys consul a miallfied industrial hygienist a contact Janes Ha die for further Infurnahon. sv083105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial Multi -Family installation requirements go tovvlvw.JamesHardieCommercial.com HardiePanel" vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerAumng) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardie.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 s"Idingg In Fascia orTrim applications. Some application are not suitable for ColorPlus. Refer to Colorlolus section page 3. DO 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 into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics" at www.JamesHardie.com, INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fiig,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 corners. Do not nail into corners. caulked (Not applicable to ColorPlus' Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge watar-reslsUve water-rasshve nailing distances. T 2 x 4 stud 2 x 4 stud Rer barrier ppevr pngeal — upper panel Figure 1 4,d water-resistivp Dona 1/ 4"gap Caulk_ Caulk barrier sheathing HardiePanel Batten Joint "H" Joint ' Z-tlashlrg Z-flashrna i C.c, vertical siding I water -resistive bam•r - decorative 1 band board keep nails `, 2 x 4 stud .—lower I 3/8" min. I __ panel ._- Uwer panel from panel :) edges ", i - 1 Figure 4 plate i 3/ a" - I = leave appropriate gap between Recommendation- When -- — — I - I p panels, then caulk- installing Slurre 8 provide ; Caulk Joint a double stud at panel / \ moderate contact (Not aoplocabletoColorPlus• Finish; joints to avoid nailing keep fasteners 2" through g•ooves \ P _ . -Apply caulk itacco•dance with raatk \ away from corners 1 marufac;urer's written application Instructions. For additiona Information on HardieWrapTM Vdaather Barrier, consult James Hardie at 1-866-4Hardie or ,~.hardlewrap.com WARNING: AVOID BREATHING SILICA DUST James Hard,e , product contain respirable crysiahme silica, whch is knD•vn to Cue Stale of California to czuse cancer and Is considered by MC and NIOSH to be a cause of carter t om some occupational sources. Breathing excessive amounts of resolr& e slrica dust -din also caase a disabling and potenbally 1a;rl lung disease called stl,cos s, and has been linked with otherdlseases, Some studies suggest smolang may increase these ns.rs During installation or handling. (11 work in outdoor areas with ample venulahon, {fir use Baer cement shears to, eating or, wheys nct feasible, use a HardleBlade' saw blade ane dust-mcluDig crcular saw attached to a HLPA vacuum: 3) warn others in * in.- immediate area, (4) wea- a properly-Imed, NIOSH-approved dos' mask or respirator le.g N-95) in accordance with anplraole govemmen_ regulations and manufacturer instructions to Curtner limit respirable s;ltu exposures Canna clezn-up, use FEPA vacuums or wet cleanuo memods - never dry sweep For further mtor-alron, refer to our Inslzhaban instruct ors arc'Materlal Safety Data Sheet acadame at www jameshardle cam or by calling 1.800-9HARDIE 0-800-942-7343). FAL.URE TO ADHERE TO OUR WARNINGS. MSOS, AND NSTALLATION INSTRUCTIONS MAY LEAD TO SERIOJS PERSONAL fNJURY OR DEATH xn 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 114" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance betweenq James Hardie', and decking material. shall 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 adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap, I Figure 5 Figure 6 siding water resistive siding and trim. Figure 8 Refer to fig. 3 on page 1. siding r'r II barrier i 1 1 !! it •L I„I ;i1"-2'minI .T t., concrete 6" men. foundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 sidn gutter and end cap 1jJ,t,. 11", 2 m+in ' i ' deck material x--xs.n. "A s;... t foist / flashing ledger Do not brioge floors with HardiePanel* siding. Horizontal joints should ahvays be created beteveen floors Qig.10), ming Water- Resisfive \ ( I Barn 1 I Fra Figure 10 Horizontal r Flooring Trim Sheathing fascia —1,L—Lj, 1_` *— HardiePanel• BLOCKED PENETRATIONS _. Penetrations such as hose bibs and holes 1 16' or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, 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 fasteners are recommended when installing James Hardie products near the ocean, Jarge 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 Sewices if 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 w;th 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 71., Countersunk, fill &add nail Figure A Figure B do not under drive nails DO NOTSTAPLE KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout 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, Kickout 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 100' - 110' to maximize water deflection Figure 11 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 attachment 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 witn a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8113 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT Caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE'TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint,, or powder coating on James Hardie" Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS& TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie(D 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 ColorPlus6 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 ColorPlusm 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 R COGNffION In accordance rmh ICG-S Evaluation Report ESR1844, Hard'ePanel(D vertical siding is recogr¢ed as a suitable alternate to the. specified in•"2006.2009, & 2012International Residential Code for One -and Twu+amily Dwellings and the 2006. 2309, & 2012 Intematonal edilding Code. Hard,ePanel vertical sltl;ng is also recognred fa application in the follomrg Cily of Los Angeles Research Report No. 24862, %3:e of Flaida listing FL4889, Dade County. Flonda NOA No. 02-0729 02, U.S Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M anc California DSA'PA-019. These documents should also be consulted for additional information concerning the suitability of this product for soecific appticabons. 6 2013 James Hardie Buiidino Products. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, ,, Jaynes Hardie-rechnology Limited C is a registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardle.com HS1236 - PM 6,113 MIAM I•DADE 1rfrAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNIINNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardicPlank, CemPlank Prevail Lap Siding; HardieSoffit, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control 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 manufacturer's naune or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no cliange 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 -H 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. Utrera, P.E. IAWDADE COUNTY NOA No. 15-0I22.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03 /3 JzD S Pabe 1 .. James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted an derNOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/ 24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P. E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ- 004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. 03 3/5 Carlos M.. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 i- 1 WALL 1 WALL LE11GT11----jStudSpacingat15' O.C. Bt— 1 i 1 rm w>E>kxrdv ,. Dgrarnra ' 17 DE-TgIJ_A A rfeflladit No D r I t IB-= Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 i HardiePanel, Cempanel, i Prevail Panel Siding Coral Water -resistive barrier per Florida Building Code Section 14042 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. Dl°TAILA SEE PRODUCT DESCRIPTION HardrePanelO, CernpanelO, & Prevail® Panel Siding materials are nonasbestos fiber -cement productsj` E idc 15 ply APA rated tested in accordance with ASTM j pplyplywood sheathing in C1186 Grade It, Type A and meeting accoaiance with Florida the requirements of the Florida Building Code Section Building Code. 23223 PANEL DIMENSIONS Water resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" Building Code Section 1404.2 DESLGN PRESSURE RATING 2' X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -76 psf HardiePanel, Impact Resistant— Sl ACTION B-B Cempanel, Planks installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding FiA_RDIEPANED..,_CEMPAt kEL PREHAIL f?ANEL SIDING 1NSTAl11 TION DETAILS 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. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 2322-3. The siding panels shall be installed over 518' thick 15 ply APA rated plywood sheathing supported by a minimum of 2 X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 5" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from corners. Fax 909-427-0634 Creator. E. Gonzales HARDIEPANEL, CEMPANEL PREVAIL PANEL. INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLK-SOFF 1/2" = 1'-0" I' Date: 412412013 1 OF 12 REV Fastener Spacing per Florida Building Code Section 2322.3 16.00in. II I I- MeDwr>REVNED Fastener Spacing per Florida 4=008$ *V13*%%r-FbWift Building Code Section 2322.3 No -012 •I I•i Ise Cooed it II as ceapiyi eg wish the narR6 Hsa7dbg Code Ar to 11, I . Product Convol 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 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 CLADDIJ-G THE PANEL 1S FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladaing Framing Sheathing U W %ill ONAt FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION lames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9233T Phone: 909356-6300 SIZE FSCM NO DWG No Fax 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales SCALE 1" = 1-D" 1 Date: 4/24=13 SHEET 2 OF 12 REV j 1 WALL LENGTH P8-QQ-Qgj-M jq-RLP-Lt QL M epunemn empane.uP va D SEE j Panel Siding materials are nonasbestos fiber-cementpmuucts tested in accordance with 8STMO11OOGrade It, plywoodsheathingfastenedType Aand meeting the requirements of scribed—.ili' 0GAw, to metal studs as de: the Florida Building Code.i-loy= PANEL DIMENSIONS N6 b Le Thk noss WALL No. barrier per Florida4! 8.8.10' 5/16r HEIGHT Building Code BY Section 14042 N DESIGN ERESSURE RATING STATE QInstallationDesign Pressure Mm^X I-m^ Meta)Studs -104pyf 209a, MetalC* tud Meta' l -'`' | U Ha pa |mPa Rao ant- oen m m 6/ 5p n°' | / ~----'--- ^ APA rated plywood sheathing Nails at8^) Prevail Panel D0''MinimumEdgmDin nou O.C.' ' Siding U| ino Uu unsh!bedone inom bnnancewdbthis NoUoecf Anca anm the man adune(s 1V. installation recommendations, and the applicable sections mfthe Florida uUd gCode. a|studs *haoHa,diepune mmpan. Pevoi|Panel Siding v|ibmin oUodshall bo 8 e)n fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A.described in Note I 11 " [Note1]5/8'thick / 5 ply8PArated plywood sheathing shall boattached »ometal studs ats^on The Florida n otpanel edges and mU(n8onnedbdasupports uahaNu8-1B. O'315'head diameter x1-1/long Panel fastener, as described bugle head screw 7. Note 2Thesidingpanelsshall be installed over5/8" thick / 5 p APA rated plywood sheathing supported byaminimum 2Qga.Nominal 3-50^X 1-5xy'Mata| Castudsspaced ammdmumof 16^ O.C. Nm z]The dingpanel Ya enershaUbaam knmnN&[.o15^head uiem rr X1' s0^ Siding long* ribbed bugle head screw (*orscrew shall have atleast sfull threadspenotratingoneta| framing); the fasteners shall be spaced at 6' O.C. at panel edges and intermediate studs; the fasteners shall bedriven through the 5/8''thick /5ply APA rated plywood sheathing into metal Water -resistive barrier per studs located ot1G''O.C. Florida Building Code Section " Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404.2 comers. 5/8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION rplywood sheathing fastened James Hardie Building Product, Inc. to metal studs as described 10901 Elm AvenueinNote1. 20ga. X1-5/8^Metal C'stud Fontana, CA 92337 The wall and soffitframesareb` bodesigned oythe/rchitecturEnQineornfRennndin compliance with the Florida Building Code. | Creator, E.Gonzales /SCALE 112^=T-0^ / Date: 4124/ 2013 |uoEET 3oF 12 6.00in. — I I I - I I I II 6.00in. PR0Dtx1r R ~V1sM as amviyiV wile the F1widn NO l' t 31l Cf 11: 7 By 1,*—) Mdc PnodW Umtrel II I' I II I - I 6. 00in. I I I• II II I. I I c- k'oUqc-r>Zvllarw a camoyiq with tl1e Flees D aP= D I. FRAMING 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 SHEATHN i NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0. 8-18, 0.315" HEAD DIAMETER X 1-1/4" 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 Cladding Framing Sheathing WE ivJF V0. 121 STATE OF 810 N A1- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc- 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356.6300 owa No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE^= 1'-0" Date:4/24/2013 ISHEET 4 OF 12 1 40 Stud Spacing at 16" O.C. WALL LENGTH Sly PRODUCT DCSCTIQNRIP DETAILA HardiePlank®, GemplankO, & Prevail® Plank Lap Siding materials I - ` 518" thick / 5 ply APA are nonasbestos fiber -cementi . __-.__ _ _ _._._-- 1 rated plywood products tested in accordance with i _ I sheathing in ASTM C1186 Grade II, Type A and raccordance with meeting the requirements of the 51Ym6 ; Florida Building Code el A Florida Building Code. WALL ' I Build*Code ,! .{ i,.- - I Section 2322.3 PANEL D MENISI.ONS IEIGHT I B 7 '` \ water -resistive l \, Width Length Thickness i barrier per Florida 59-1/2" 12' 5/16" ti Building Code j iv cases ade Froda Coouoi Section 14042 DESIGN PRESSU E RATING N, 2"X 4" S-P-F Installation Design Pressure wood Studs Wood Studs -92 psfL1 --- ----------- L- _ ..-.. - • F i 1 - SS10 N A Lap Siding Impact Resistant - Nails at 16" O.C. i SE CT10 , Planks installed over 6/8" thick / 5 ply 3/4" Minimum Edge Distance « g_B 1-1/4" tall X 5/16" APA rated plywood sheathing thick starter strip DFTA.L A Sheathing fastener, as HA,BQID EPLANK,_QEMPLA.NK, PREYA_.l4LA SStQ[NGJNST/LLkCL D -TAILS described in Note 1 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. l/' '` Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1W wide P"'i& Florida ` 1 laps at the top of the plank such that the exposure area of each plank is S 8-1/4" vertically. owe No S , HardiePlank, a [Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, for Cemplank, Prevail corrosion -resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically and 16" O.C. horizontally; Lap Siding fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. C Vertical joints shall be placed over studs. Water -resistive barrier The planks shall be installed over 518" thick 15 pry APA rated plywood sheathing supported by a per Florida Building minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. l' Code Section 1404.2 Fasteners shall have a minimum edge distance of 318". 5/8" thick 15 ply APA rated HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING plywood sheathing fastened INSTALLATION DETAILS WOOD STUD CONSTRUCTION in accordance with Florida (a Building Code Section James Hardie Building Products, Inc. 2322.3 - - 10901 Elm Avenue Fontana, CA 92337 2" X 4" S-P-F Wood Studs Phone: 909-356-6300 s¢E FSGM:110DMNO REV i ThewallandsoffitframesaretobedesignedFaX 909-427-0634 A PNL-PLKSOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE 112..1'_0" Date: 4/24/2013 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75in T!' as—n0ymg-VhdwFbcx% Bm7r=5 Co& Ac-=pae We T 3ime.- ode Product Goutrall 58.25in. 16 in. OC Cladding i Framing J1 11 Fastener Spacing per Florida I Building Code Section 2322.3 . I Sheathing 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 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 Cl 4.DDtNG PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-112" 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 IU A Mau" ars o z I ; No. 121 _ 1. 1 sr ' STATE OF S/OAfAL. tiV f9 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND MA<16 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. f 10901 Elm Avenue Fontana, CA 92337 Phone: 909-3%-6300 SIZE +"o c"a aE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales sca,LE 1" = 1'-0" Date: 4/24MI3 sHEer 6 OF 12 Stud Spacing at 16" O.C. WALL LENGTH r-; --- --- - i ij i i i i PROM REMISM rn arry I i ae 0000g witb itbp E%ri Ae 8d[dgrd Cok 4 1 VALL I y t 1._ f 1GHT i i i Y adr Ir'tudutY Conbrl 7¢ : i i i i F BF I I 3/4" Minimum Edge Distance DETAIL A Ae FkCids Nails at 16" O.C. (typ.) + ,10IVAI. P SEE AF-ODUC? DESC-RIPTiON ETAILA HardiePlankS, CemplankS, and 5/8" thick 15 ply APA 1 Prevail® Plank Lap Siding materials rated plywood are nonasbestos fiber•cement sheathing fastened products tested in accordance with to metal studs as ASTM C1186 Grade 11, Type A and described in Note 1 . meeting the requirements of the Florida Building Code. resistive rWaterbarrier per Florida PLANK DIMENSIONS Z Building Code Width Length Thickness i1 Section 14042 5 9-1/2" 12' 5/16" 20ga , 3-5/6" X 1-5/8" DESIGN PRESSURE RATING Metal C-stud HardiePlank, Installation Design Pressure Metal Studs -92 psf mplank, Prevail Lap Siding Impact Resistant - CTIO B-B 1-1/4' tall X 5116" Planks installed over 5/8" thick / 5 ply thick strip APA rated plywood sheathing F{ARDIEPLANK CEMPLANK PRE1/AI_L_lAP SIDING INSTALLATIQiJ DE I S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank Cemplank, Prevail Lan Siding will be installed shall be designed by an Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8"X 1-5/8" 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. 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 plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameterx 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-114" long* bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened 58-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". 909-427-0634 Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 A SCALE 1 /2" =1'-0" OWO NO PNL-PLK-SOFF Date: 4/24/2013 I SHEET 7 OF 12 6 00in. j.. 0.75in T_l- 6.00in. — - 16 in. OC----- / Cladding comp,ics,.ifilificfkride Hm,&" cove Ampa.m to f-T-47-7, Mu—nTi ProProd 58.25in_ FILMING NOMINAL 20 GAUGE 3-5/13" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATUM NOMINAL 5/8" 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 1-1/4" LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-114" THE EXPOSURE IS S 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 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION I I- I I' I6.00in.00 it I• - I it cr>¢ves oft CAMP, Framing Sheathing To.1 a '•STATE OF C. csi O'AI,i 5 I 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) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. o _ 10901 Elm Avenue Fontana, CA 92337 Phone: 909-35"300 SIZE MC11 No Dwc No Fax 909427-0634 A PNL-PLK-SOFF Creator E. Gonzales SCALE 1" =1'-0" Date: 4124/2013 sHEET 8 OF 12 1 WALL LENGTH Stud Spacing at 16" O.C. c—__ 1 1 Ii % l WALL i i II HEIGHT i i • i.i . i.. i.. D1~TAII -6 3/8" Minimum SEE DETAIL A f 2" X 4" S-P-F Wood Studs HardieSoffit, Cemsoffit j I _ SEC U NL_B P f ODUCT D SCRIP710N Hardie5offitO & CemsoffitQD materials are nonasbestos fiber-cemept products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFF 7 bIMENSION$ Width Length Thickness 4' 8' 114, p SIGN PFZ SSURE-3A7aNG Installation Design Pressure Wood Studs -70 psf No- 4 21 STATE OF r 81ONM-E HARDI.FSOEFIT C MSOFFi7pA J. L_lCyS7 1LLAJJON_DE7gILS offrt fastener, as All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffitwill be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Hardie5offit Cemsoffit The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 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" 0'.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. Nails at 4" O.C. (typ.)M6Dtr;p,>vLsM Distance lie p%Wift o t er Prtduci 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. Phone:909-356-6300 1 SIZE PRODUCT R EVISM W °Om*i0e ith die Florida Baitdiag code A—pr.,Km Dto 13,03 t D BY Product Coeteol HARDIESOFFIT, CEMSOFFIT PANEL. INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO DWG NO REV PNL-PLK-SOFF 1 1 16.00in. 4.001 - - PRabucr lzms D P[tODt1GT12 I5FD ewly wis, !Ae Fkd& as oovspl * weh de Fkrkk 01 A=CPMDMNo ' Goa l l , a7 `,.4DrteExrkmbooDice . ! f % X a U FR&MANQ 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 CLADDING THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding - i Framing- HN 0.1121 r STATE 0 cc, • FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-0300 SIZE FSGM NO D4&-. NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" =11-0" Date: 4/24/2013 SHEET 10 OF 12 WALL LENGTH — SEE Stud Spacing at 16" O.C. DETAILABt---. I I I 3/8" Minimum DET•41L A PRODUCT DESCR[P!_jt N HardieSoffM & CemsoffitO materials are nonasbestosliber-cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-518" SOFEfT DIMENSIONS Metal Gstud Width Length Thickness 4' 8, HarrlieSoffit, I i Cemsoffit DESIGN PRESSURE RATING Installation Design Pressure i• Metal Studs -55 f SECTIQN Pi20DUCT )kEVLSED- Nails at 6" O.C. (typ.) PBoDucr REVVPM as e«np1yiCE with dwFlaKids s wa the Flo — .- ge Distance BSI coee aeon tJo (3 Gt3r l. i 0_ 21 R-Y o S7A7-E OF i i..t rn.3 e+cpotroi . itifi saeiieco+aa +';-!OR1BP 1 1 IARDfE30FF(CsCEMSOFFIT AIVELINSTALLATIOt DEfAILS ~'s/,NAL ENr n , r,tt' t} All installation shall be done in conformance with this Notice ofAcceptaO 'MAufacturer's installation recommendations, and the applicable sections of the Florida Building Code, Soffit fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.OA 0 The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C -studs spaced Ha maximum of 1ti O.C. ardieSoffit, Cemsoffit jNote 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4" long` ribbed bugle head screw (nor screw shall have at least 3 full threads penetrating metal framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANELff(M) INSTALLATIONDETAILSMETALSTUDCONSTRUCTION20ga, 3- 5/8" X 1-5/8" Metal 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. James Hardie Building Products, Inc. 0 10901 Elm Avenue Fontana, CA 92337 Phone: 903- 356-6300 size FscM No DM NO Fax 909- 427-0634 A PNL-PLK-SOFF Creator. E. Gonzales. sc,tLS' 12" = 1'-0" Date: 4/24/2013 1 SHEIz7 11 OF 12 REV Cladding _ Framing 6.00in. PRODUCT REVISED Avoepwwib S as 1i6 ' Aw, ' twluat '•,.md w E Mran:IDide Pr«aat Control 122 k: c F { ssioNP NOMINAL 20 GAUGE 3-518" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 @ - FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE _ 10901 Elm Avenue STUDS Fontana CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = 1'-0" Date: 412412013 SHEFT 12 OF 12 Florida Building Code Online Page 1 of 2 BCIS Home I Log In User Registration i Hot Topics Submit Surcharge Stats 6 Facts i Publications FBC Staff ; BCIS Site Map Links Search b' Product Approval 1: USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail i1_ .. J_ FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G 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 grahman@aluminumcoilsinc.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 El 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 Pj Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.Ddf 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%2 fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval I 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 # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.ndf Created by Independent Third Party: Yes Back Neirt Contact Us : 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Flonda is an AA/EEO employer Copyright 2007-2013 State of Florida, : Privacy Statement :, Accessibility Statement - Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. -Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The 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: c,.he-A Creel;:: Card - Safe http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 CREEM TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www alum inumcoilsinc 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 61G20-3 ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A C R E E K 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" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inz/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 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. 9 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 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. PaY • EN oo p,,. No 74021 O:• STATE OF : ORI CERTIFICATION OF INDEPENDENCE 2017-.06.06 15 :48:16 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 TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5-1 margin of safety per FBC Section 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 Location Location 1 l 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 Location Location 11 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 Location l F Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approve Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# 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. 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.2 FL12194-R5 Page 2 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 12-in6h overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment " Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. pinchaced 8-inch o.c. spaced 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap_, Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-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- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch 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 max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 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 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 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. K4: 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 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 1617-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 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 3/4-inch 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 Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for Slate 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 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. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. o. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One ( O118 1/4- ga. ) 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. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 80/ 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 rina shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap• Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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 ftrafter 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. 80/-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 pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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 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 t TECHNICAL SERVICES, 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 psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) ga. / ch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-incn x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spacedl finishing nail with min. 60 ininch 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. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 gaY. anchored 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 lap Wood 8- inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 7 nchx7dsecuring each panel 3/ 16 -inch head spaced shank nail inch o.c. h ringshankanknails 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 batten/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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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 & 12 F-3 Min. 1!3" heap] d1a. mtil wt Lh trin. 1!4" engnyjwn.-nt(for w• _] subeltal,mq um ton, a.097" Ha 'r-Hall ur stub toil with min ,-N" engagnmsnLtfor cwicrete, of bLcck dttbntrete}, np cwl as Hided obo. . ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/811 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 3' sr `, SOFFIT STAPLE OPEN RAFTER 3/4" X 1/4" ;; DIAMOND PATTERN 1-1 J DETAILCROWNSTAPLES USING A DIAMOND _3/6 r[rv[EN1 sr ats / PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4" X 1/4' CROWN FACIA BOARD 8' 1-3/4" TRIM NAIL1-3/4" r_"F" STAPLE ON CENTER TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT- max. 12'-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.2 FL12194-R5 Page 2 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. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 0S APLES , SOFFIT STAPLE OIST ; ; DIAMOND PATTERN D ETAI L FACIA BOARD U] STMtES 3/4' X 1/4' CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1 /4' CROWN J—CHANNEL STAPLE `8' ON CENTER screwed to soffit t-3/4' TRIM NAIL with one(11 88 x PAINTED S.S. 48" 112" x 3/8" head D.C. diameter screw, 16" D.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max, 12-inch span 1-3/4" TRIM NAILI FACIA BOARD PAINTED S.S. FASCIA CAP 3/4" X 1/4' CROWN STAPLE SOFFIT—' SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 3 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM NAIL FASCIA BOARD PAINTED S5. FASCIA CAP SOFFIT 1*4- CROWN STAPLE OPEN RAFTER FASCIA BOARD H CA 6/6' hNZA 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP. REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; 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 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. Installation Detail Min. 3/6" head dia nail with rain. 1!6" engagementtior woc] suhstrate) or min. 0.097" dia. T-nail or stub nail with min. 5J8" engagement(fox concrete or block substrate). spaced a_3 notad above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrata or Block V STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 .3/4'' TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 f°' ` I SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4" I i DIAMOND PATTERN DETAILCROWNSTAPLES1 USING A DIAMOND -.—fr KIMMt sr w.cs i PATTERN FACIA BOARD I i FASCIA CAP 16174 3/4" X 1/4' CROWNJTRIMMLFACIA BOARD 8" 11-3/4" STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE FASCIA CAP NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOODS 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 7- 1 1" TRIM NAIL I FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD Vyj" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA \ DETAR 8" F' CHANNEL--,--, HANNEL SOFFIT; MAX. 16- SPAN WDDD 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 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. CHEEK r r TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 11/8* `, SOFFIT STAPLE OIST DIAMOND PATTERNI t I DETAIL FACIA BOARD ', sir PTv[[f+! STAPLES / r 3/4" X 1/4" CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4" CROWN STAPLE "8" ON CENTER 1-3 4 TRIM NAIL FACU1 BOARD J—CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4" X 1/4' CROWN STAPLE SOFFrr=max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 8 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 111191 NAR FASCIA BOARD PAINT S.S. I I -4S CROWN FASCIA CAP 1AP CS SOFFITUSINGADIAMOND PATTERN: REFER TO 1'O' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1;' TRIM NAIL FASCIA BOARD PAINTED 5.5. SOFFIT &FASCIA ' DETAIL 24F-1 & 24F-4 1'4- CROWN STAPLE r -- FASCIA CAP: REFER TO SOFFIT i FASCIA \ DETAIL l1SYP Batten Anchored to SOFFIT; MAX, 24' F• CNANNEL ith I RollersvilhoneTdRing Shank Nail at WDOO SUBSTRATE every Rafter 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. 1__ CREEK51TECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM FASCIA BOARD PAINTED S.S.AZI I"j' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'r4' CROWN STAPLE I j' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'rj' CROWN STAPLE FASCIA [AP; REFER 10 SOFFIT & FASCIA DETAIL Nominal 1"a2" SYP Batlen Anchored to SOFFIT; MAX, 24' F-CHANNEL RaRers with one Id Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.2 FL12194-R5 Page 10 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. r 1'. CREEK r TECHNICAL SERVICES" LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PANTED S.S. 1 1 14GA;" T41AILS I ,--FASCIA CAP SOFFIT VVV CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S SOFFIT & FASCIA DETAIL 24F-3 & 24 F-6 1"4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAILNominal1"1I' SYD Batten Anchored to SOFFIT; MAX. 1l" F•CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 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. 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED 55. I"xi" CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN, REFER TO CANTILEVERED 1' ' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT Er FASCIA DETAIL 24J-1 & J::: Vxjt CROWN STAPLE 24J-2 FASCIA CAP; REFERT1FASCIA DETAILminalT- x 2- SYP battens 8" acabbea between ratters and SOFFIT; MAX. 16- 3/8'' 1-CNAN4EL secured with one (1) 7d ring shank nail straight -nailed through the faller Into the end W000 SUBSTRATE of the batten or two (7) 7d Ong shank nalls too- nailed on either side or the battem at the batterVraRer Intersection 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. N.=; 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 it 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. ALC 15001.2 FL12194-R5 1 of 4 This evaluation report is provided for Slate 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 L TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in i osure B'_ Building Type I 2one' Weans .- Roof, Hei ht ft - ss • _ __ _ _ _ y =Basic Wind Sieed mph)'- f 120 ` 130 F A:140,-{. i 150= 160 170 1t30' tr - 190 200, z s 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 4 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 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 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 5 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 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 127 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 4 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 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 5 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 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. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures for.Soffits in,Exposure.0 I „Building TYpe Zone 425 v•-eBasic Wind`S eed' m h 120 130: 140' 150 160' 170 6 180 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 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 4 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 5 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 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 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 5 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 39.2 437 48.4 ALC15001.2 FL12194-R5 Page 3 of 4 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. 7- 7 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind. Pressures for Soffits fn'Exposure D- Building a Zone Mean Roof it ft Basic Wind -Speed mph 20 140 150 ,1 17b200THei190 - 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 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 5 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 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 17.9 121.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for Slate 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. y. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" -L 318" J-Channel ALC15001.2 3/4" — 1/8" HEM T7 3/4" 3/8' FL12194-R5 ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 318' PROFILE ALUMINUM COILS, INC Soffits Appendix D 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. CREEK TECHNICAL SERVICES, LLC Fascia 3/4" 3/8„ 1/8" HEM 6"FASCIA i" 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 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 LijS TECHNICAL SERVICES, LLC 16" Q4 Soffit, C 2STV 0 125' 1w 18' BLANK 3 / 8 PROFILE 21 i S PL_ ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/81, 3 1/8" 5/16" 1/2"/ 1/2" 1/2" / t/2" 1/2" 3/4" 1/8" 1/8" 3/8" a z=_• WP 4125,nP 13,75" BLANK 3/8" PROFILE o ddaa 0000 0000a ooao 0000 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 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. Florida Building Code Online Page 1 of 3 BCIS Home Lop In User Registration Hot Topics Submit Surcharge , Stats & Facts Publications ( FBC Staff j BCIS Site Map Links search 71 da Product Approval USER: Public User L •a,,x t.a Product Approval Menu > Product or Application Search > Application List > 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 17 IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetz001@tompabay.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 R 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. floridabui lding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 RIN Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 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 HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: 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 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 HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cap Shingle Installation Instructions pdf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf 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 HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: 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.pdf FL7006 R9 II Roofing -Products -Leading -Edge -Plus Application-EN(i) Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 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. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgse7mYB d2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Did FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf 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.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us :' 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO 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 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: 0®®r.-;;q® 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-Hipand Ridge 12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: // c // / X Signed: f;N Brad Grzybow'ski Duc T.IN uyen Managing Director Florida ReZ, Mfdred Professional Eng enier 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 PRI Construcbon Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax. 813-621-5840 e-mail, mate6alstesbng@pncmt.com WebSite http.#www pncmt com 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 1-12" 1-11IT' SEALING STRIP — — — f I - 1/8" I- 1r1" C11 NAILS NAILS DO NOT NAIL INTO ORABOVE T14E SEALING STRIP PRI Construction Matenals Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel 813621-5M Fax 813621-5840 e-mail matenalstesfing@pncmt.com WebSftehttp/Mww.pncmt.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". 6 3) NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails as shown Z'Jl CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC 5412 Badger Dnve Tampa, FL 33610 Tel 813-621-5777 Fax 813-621-5840 e-mail malenalslesbng@pncmt.com WebSde http,/Mwwpricmt.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. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER p!r PRI Construction Matenals Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5M Fax: 813-621-5840 e-mail matenalstesbng@pncmt.com WebSite http.//www pncmt com 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 (lashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower 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. PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel- 813-621.SM Fax 813-621-5840 e-mail, matenalstesbng@pncmt cram WebSite http lhvww pncmt.com i Florida Building Code Online Page 1 of 2 a BCIS Home Log In j User Registration ; Hot Topic ( Submit Surcharge Stats & Facts i Publications ( FBC Staff j BCIS Site Map Links Search rl0f' r wr '=d•; Product Approval USER- Pubic User r M5 rl L.Riacry.r;t` tm Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL2346-R5 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 Ext 1024 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 i Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. D Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By ZI 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. i http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity OYes ONo ' ._ N/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 mar- of Prnrluete FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II InstallationInstructions. odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Report.pdf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Report.pdf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346. 2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II Installationlnstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Report.pdf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Report odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 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 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 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: Credit Card Safe http:// www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 VARRIORg ROOFING MANUFACTURING P. 0. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (205) 553.1734 • FAX (205) 5534755 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 70MO27 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 corner 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 _Xo: iTisure grope rwater 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. 5, COUNTY OF SEMINOLE W ( 0 IMPACT FEE STATEMENT b 2STATEMENTNUMBER: 17100007 DATE. Octo er 03, 017 BUILDING APPLICATION #: 17-10000719 BUILDING PERMIT NUMBER: 17-10000719 J Q( UNIT TRAFFIC ADDRESS: ZO WAX WAJURISDICTION: 2443 17-20-31-502-0000-1620/ co SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: I PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: 591 OWNER NAME: ADDRESS: 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: 2443 WAXWING WAY / LOT 162 SFR WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit PARKS N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE STATEMENT RECEIVED BY: TJ ) ALF2C4f SIGNATURE: 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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 OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. lillll111111111111111illllIIIII IN III GRANT PIALOYr SEMINOLE COUNTY CLERK'OF CIRCUIT COURT t• CONF'TROLLER BY, 9017 Ps 150 (1F'ss) CLERK'S 2017111090 RECORDED 11/02/2017 02:4.0:21 PM ' RECORDING FEES $10.00 RECORDED BY hdevore I THIS INSTRUMENT PREPARED BY: v Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE_ OF COMMENCEMENT Permit Number: Parcel ID Number: — l'" The undersigrto 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. r 1. DESCRIFTION OF PROPERTY: (Legal description of the property and street address if available) LotI 4 Wyndham Preserve Plat Book 81 / Pages 93-102,4,54y-M u t'I/i 5 %i2 Sanford, 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 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: j 1 4. CONTRACTOR: Name: Park Square Homes Phone Number:- 407-529-3000 J Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050' Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 1 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: + 8. In addition, Owner designates of i to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) r - IF WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION •713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r i I Vishaal Gupta, Executive Vice President Signature of Owne or Lecsee, or er's or Lessee's (Print Name and Provide Signatory's Title/once) + Authorized Officer/Director/Partner/Manager) RD wStateofMvwr County of vL The foreg I e Instrument was knowledged before me this Ll day of v 20 by V ' Name of pers making statement who has produced Identification type of Identification produced: ARUNA BALA GOEL i MY COMMISSION #FF154106 EXPIRES December 14, 2018, 407) 398-0153 FlorldalloteryService,com 4 ERTIFIED Y GRANT MALOY CLERK OF ? 1- CIRCUIT COURT ND COti•F - R OE 5 r ( UT ',, F' , '•lad jL Who Is personally known to me OR Mature ` Date CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address:'24 % 3Historic District: Yes No Parcel ID: Residential, —Commercial Type of Work: New -Addition Alteration Repair Dem'o Change of Use Move Description of Work: ( c I (,)p i"k- Plan Review Contact Person: Title: Phone: Fax: Name Street: Email: Property Owner Information Phone: Resident of property? Contractor Information Name t, Street: JD3 4 _f5 i pOkr erl City, State Zip:-TniMp 5_ j,13 Name: Street: City, St, Zip: Bonding Company: • - Add ress: Phone: 813 -910-3 403 CA .9.3 -Q- Fax: State License No.: f (, 13 0c)5 yys Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as -indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be -secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 3 p property th2a may be requirements of this p wired ctiofroother governmental entities suchas water _ permit, there may be additional restrictions applicable to this rop TIC: in addition to the f this and there may be additiona -permits uq nd in the public records of elncieouo ederal agencies. _ nagement districts, state ag p e of the requirements of Florida Lien Law, FS 713• ceptance of permit is,verification that I will notify the owner of the rop m of the executed contractis required permit submittal. A copy job at the time ofsubmittal. ne City of Sanford requires payment of a plan review fee at the time of Valuation Table in effect at the time the permit is -issued, to larireviewchargeandwillbeconsideredtheICClmatedconstruction value oee the actual consvuefion value, 1ordertocalculateap . es figured off the executed contract e heactualconstructionvaluewillbefiguredbasedonthecurrentpermitermit' is issued. ccordancewithlocal *ordinance.oShould ees when the p cltarg . g redit will be applied to y of the foregoing information is accurate and that all work will construction an n g OWNER'S AFFIDAVIT: 1 certify laws regulating- • be done in compliance with all applicableq_ I7 r7-" 11X-1Signature of Owner/Agent - print ow nerlAgent's Name Date P f Notary -Blatt of Florida r Owner/Agent is Personally Known to Me or - produced ID __ Type of ID p,intCo Agent's Name ' LDaegl Signature gfj ot State 4undf I: 'Cla r 9 "YY; = CoJmmisslon # GG151707 n-I tior it 9021 150llOtu liHu r,ulun n Contractor/Agent is Pe sonally Knownto:Ie' Produced ID Type BELOW IS FOR OFFICE USE ONLY Gas Roof Mechanical Plumbing[] EI \trical Flood Zot'ie: _— Permits Required: Building Occupancy Use: Construction Type= - #- of Stories: Min: Occupancy Load' . _ Total Sq Ft of Bldg: --1?lumbing = of Fixtures_ - New Construction: Electric - # of Amps - Fire Alarm Permit: ' Yes [} No Fire Sprinkler Permit: Yes[] No 0 # of Heads — WASTEWATER: UTILITIES: APPROVALS: ZONING BUILDING-. ENGINEERING: FIRE: COMMENTS: - - permit Application J PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD CITY: ORLANDO I STATE: FL C0NTRACT AGREEMENT PAGE 1 3 1 OF 1 4; JOB_ NAME: 24MRRDATE: 6/21/2017 ;k VES'M DOCUMENT: ELECTRICAL CONTRACT REVISED sPEC: LEVEL I — WITH CFL BULBS FUEL: GAS/ELECTRIC MARKET: ORLANDO cI I Y: SANFORD STATE: FL WYNDHAM PRESERVE PLAN - SERVICE SIZE SQ FT A/C SYSTEM PRICE BARCELONA 200A 2392 10-kW HEAT 240V, 60A 6,663.00 5-TON AC 240V, 50A CARNIVAL 200A 2402 30-kW HEAT 240V, 60A 61667.00 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 240V, 60A 6,992.00 5-TON AC 240V, 5OA MADRONA 200A 2091 8-kW HEAT 240V, 50A 5,740.00 4-TON AC 240V, 40A MARGATE II 200A 1966 8-kW HEAT 240V, SOA 5,455.00, 4-TON-AC 24OV, 40A MELBOURNE 200A 2107 8-kW HEAT 240V, 50A 5,701.00 4-TON AC 240V, 40A MILAN 200A 1349 5-kW HEAT 240V, 35A 4,279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10-kW HEAT 240V, 64A 6,281.00 5-TON AC 240V, 50A PENNSACOLA 200A 2570 10-kW HEAT 240V, 60A 6,616.00 5-TON AC 240V, 50A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: DATE: l 1034 Skipper Road . Tampa, FL 30613 -Phone:(813)910 3403 Fax:(813)910-8546 • www.EdmonsonElectric.com FLOWDA LICENSE 0 EC I J005408 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION E, D Application No: , 1 dI Ial l l wDocumeuted Construction Value: $ Job Address: Historic District: Yes No)9 Parcel ID: Residentiao Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move 1/ Description of Work: Plumbing new residential construction Plan Review Contact Person: Phone- 407-323-7515 Fax: Email: 407-3 3-8954 info@api-orlando.com Property Owner Information Name r 5o i _ , Phone: Street: Resident of property?: no City, State Zip: Advantage Plumbing, Inc. Name PV tiox 1-1 1,/ Street: Sanford, 'L 32772 City, State Zip: - Contractor Information Phone: 407-323-7515 Fax: State License No.: ArchRect/Engineer Information Name: Pt Street: Fe City, St, Zip: E- Bonding Company: Mortgage 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 tills jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, slgns, wells, pools, firnaces, boilers, heaters, tanks, and air conditioners, ate. FBC 1053 Shag be Inscribed with the date of appHcation and the code in effect as of that date. Sw Edttleo (2014) Florida Balding Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requitements of this permit, them: 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 ofthe 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 constriction value, credit will be applied to your pemdt 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. Signatureof OwnsdAgeot Date Signature of ContraetodAgent Date A Thomas Smith Print OwnedAgent's No= Print-trador/ is Name L . _ c-- 4 1r7 SignatureofNotaryStateofFloridaDateSignatureoohsry- fate of El d. Date Owner/ Agent is _X_ Personally Known to Me or Produced ID Type of ID 3a ML a _ i NOTARY PUBLIC STATE OF FLORIDA Fxires $012021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbins[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: Jun 30, 2013 Permit Application Advantage Plumbing, Inc. Page No.1 Proposal of 1 Page(s) Submitted To: Phone: Date: 5-25-17 Name: Park Square Homes — Job Name: Milan; Wyndham Preserve; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for. 2 Water Closets, Sterling per spec, elongated. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 1 Shower with vinyl pan. 1 Laundry box. 1 Ice maker box. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen valves per spec. Bid less costs of all sinks and faucets. We hereby propose to fumish labor and materials — complete in accordance with the above specifications, for the sum of. Three thousand five hundred eighty dollars $3,580.00 with payment to be made as follows: 30% upon completion of rough in; 30% upon completion of tub said 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance 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 made as outlined above. ACCEPTED: Signature Date PO BOX 1117 - SANFORD, FL 32772 • P (407) 323-7515 • F (407) 323-8954 ADVANTAGEPLUMBINGQCFL.RR.COM UNIVERSAL ENGINEERING SCIENCES 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 UES Project No: 0110.1700817.0000 Workorder No: 9349167-2 Report Date: 12/28/2017 In -Place Density Test Report Client: UES Technician: Carlos Planas 5200 Vineland Road, Suite 200 f Orlando, FL 32811 ZDate Tested: 12/28/2017 Project: Wyndham Preserve, House Lot- esting ff a tk Area Tested: Residentiat Buildinq lot t6-2 / 2443 Waxwiinq fi s . Material: Fill d: ASTM D-2937 Drive Cylinder Method Reference Datum 0 = Bottom of Foundation Footing 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 Field Dry Density per Field Moisture Soil Compaction 11 Fill Depth inch) Pass or Fail 6 North side footing, center area 1-2 ft 106.8 10.6 106.5 9.2 100 N/A Pas: 7 West side footing, center area 0-1 ft 106.8 10.6 101.0 7.3 95 N/A Pas: 8 South side footing, center area 1-2 ft 106.8 10.6 107.81 11.2 101 N/A Pas: 9 TOF - Northeast area of pad 1-2 ft 106.8 10.6 108.9 9.2 102 N/A Pas: 10 TOF - Southwest area of pad 2-3 ft 106.8 10.6 106.2 12.4 99 N/A Pas: Tn nn{nAGnl. a m.d...l n.rdnn{inn M I Ini.mr..ePe nl:nnln {i.n O.dlin en•! nurrnh•nn ell .enn.{n o•n n..Lm:Hnd an •.•.nA•lnntiel mm n.i.. of nn nlinnM enrl .emu{!.n•:+e{inn 1 t r r " CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • Documented Construction Value: S 4420 Job Address: 2443 Waxwing Way Historic District: Yes No Parcel ID: Lot 162 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 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : 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 ArchitectlEngineer 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 regulati ng 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the yore be done in compliance with all applicable laws regula Signature of Owncr/Agent Print 0%%mer/Agent's Name Date signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ng information is accurate and that all work will S,6titstructiPn and zoning. 1 /24/2018 of ontractor/Agent Date Kevin Stine Print Contractor/Agent's Name Signature KELLY WEBSTER Notary Public - State of Florida Commission N FF 978034 My Comm. Expires Apr 4, 2020 Con tractor/A e t s 'U Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application L T 1 1 7 BUILDING & FIRE PREVENTION PERMIT APPLICATION r4 m; tan A ' Application No: - J m od e--1 Documented Construction Value: $ Job Address: . 4 `- L , tl (a,_, X w ; n Q f,UGIJ- Historic District: Yes No Parcel ID: Residentialg"Commercial ElTypeofWork: NewtyAddition Alteration Repair Demo Change of Use Move Description of Work: P 1 r,(-4riI r' (J (t ) () ( r— Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Title: Street: Resident of property? City, State Zip: Contractor Information Name Ea VW' 77 i Phone: $/3 -9/D°3 4U3 CA 93 .2- Street: 103 ql 5 ippe1 P& Fax: T City, State Zip:riAlMgn, F1 33C./3 State License No ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: CX .13 0(a5 yu8 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 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 maybe 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 cerfify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an"ping. Signature of Owner/Agent Date Print Owner/Agent's Name - Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or - Produced ID . T Type of ID Print Contractor/Agent'sName 11,unta. DabLLL '%l Signature ,Notary -State fFlo ' 1 /Date i,, Y unaFi: 4 Clair Commission i GG151707 Expires: October 15, 2021 i OFtsonubu 1nfU nnl Uli IYL.w rllllll\\ Contractor/ Agent is Pe sonally Known to - Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building El(;ctrical Mechanical Plumbing[] Construction Type- Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas Roof Flood Zone: of Stories: New Construction: Electric - # of Amps - -Plumbing = # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: Fire Alarm Permit:' Yes ' No WASTE WATER: BUILDING: Permit Application J PROPERTY OWNER OR HIS AGENT: PARK SQUARE BIOMES ADDRESS: 5200 VINELAND RD crrY: ORLANDO STATE: FL CONTRACT AGREEMENT - 78 PAGE 3 OF a JOB NAME:'1,;,'AIV i' - r. DATE: 6/21/2017 Docuw :ELECTRICAL CONTRACT REVISED c: LEVEL I — WITH CFL BULBS FUEL: GAS/ELECTRIC MARKET: ORLANDO CITY: SANFORD STATC: FL WYNDt:IAK(l PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE BARCELONA i 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 240V, 60A 6,992.00 SJON AC 240V, 50A MADRONA 200A 2091 8-kW HEAT 240V, SOA 5,740.00 4-TON AC 240V, 40A MARGATE II 200A 1966 8-kw HEAT 240V, SOA 5,455.00, 4-TWAC 240V, 40A MELBOURNE 200A 2107 8-kW HEAT 240V, 50A 5,701.00 4-TON AC 240V, 40A MILAN 200A 1349 5-kW HEAT 240V, 35A 4,279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10AW HEAT 240V, 60A 6,281.00 5-TON AC 240V, 50A PENNSACOLA 200A 2570 10-kW HEAT 240V, 60A 6,616.00 5-70N AC 240V, 50A I CONTRACTOR/OWNER: DATE: r EDMONSON ELECTRIC: '. -- DATE: 1034 Skipper Road • Tampa, FL 30613 -Phone:(813)910-3403 Fa :(813)910-8546 • www.Edmonso Electric.com i FLORIDA LICENSE 0 EC13005406 DESCRIPTION AS FURNISHED: Lot 162, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 9.3 fhrouyh 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of Arnerica 1 r - _ _ 244-31'.,Q(. CGv 14 G WU T — Lot 161 I 1 Lot 174 Lot 173 Lot 172 I I REC. 112" I.R. S 89040'51 W I REC. 112" I.R. NO I.D. 40.00' NO I.D. 9fA h Q 20.00' 20.00' J 3.2'x3.2' S AC PAD LOT 162 t I 5.00' 1 1 14.0 5.00' T COV"D. " t BRICK 14.0 - 5.00' I 5.00, ONE STORY RESIDENCE o F.F.- 30.13' p O 6 CI)O Lot 163 0 O O COV'D. BRICK In 6.7' 4.4 a 19.3' 16' BRICK BRICK WALK DR. 25.00' I ON I I10' UTIL. ESMT. I I ON 5.00, LINL Llrvt 'y 196.00' P.C. REC. 112" I R. 5' CONCWALK REC. 1/2 I.R. NO 1. D. NO I. D. B. B.) S 89R40'51 " 40. 00' SETBACKS AS FURNISHED FRONT 205 (A) h 6 b1 ti REAR S QOy1 Gr SIDE 5' (40' LOT) 7. 5' (60' LOT) Y TAXTYINCASIDESrREET7525' (60' & 75' LOT) f 1 15' ( 40' LOT) 50' PRIVATE ROAD) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET I FLATWORK PERDRAINAGEPLANSGDRIVE4001110 - 510 t SQUARE FEET FOUNDATION/PAD 1740 t SQUARE FEET PROPOSED DRAINAGE FLOW F WALKS 401200 = 240 t SQUARE FEET REAR PATIO 103 t SQUARE FEET LOT GRADING TYPE A Oy OQ SOD 20451 131 = 2176 t SQUARE FEET FRONT PORCH DECK 72 t SQUARE FEET POOL DECK N/A f SQUARE FEET PROPOSED F.F. PER PLANS - 30. 1 Q NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CR UISETNMET YER - SCO TT & A SNSO C. , INC. - LAND ,SUR IlL'.r0J?,5' LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PLAT PAL. • POINT ON LINE NOTES: F • FIELD TYP. • TYPICAL IR 1 IRON RIP[ P.R.C. POINT OF REVERS[ CURVATURE IRON ROD P.C.C. POINT Di COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C RADIAL CONCRETEMONUMENT459PROFESSIOMAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES MR. EiIR . 1/2• IR../MLt AD9L N.R. • NON -RADIAL SF2. UNLESS EMBOSSED WRH SURVEYOR'S SIGNATURE AND ORK.INAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. REC RECOVERED V.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICOONS PD.? POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY P. 00. PONT OF COMMENCEMEN7 ARM •RMANENT REFERCNCE MONUMENT T • CENTERLINE - FF. FINISHED FLOOR ELEVATION 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN N& D NAIL L DISK S.SL BUILDING SETBACK LING 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. R/ W RIGHT -OF -MAY BN. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT OOUNOARI' LINES ESMT. EASEMENT B.t. ` BASE BEARING 7. BEARINGS• ARE BASED ASSUMED DATUM AND ON THE CANE SHOWN AS BASE BEARING (B B.) DRnln. DRAINAGE UTH • UT IL B. ELEVATIONS. IF, SHOWN, ARE BASED ON NATION4L GEODETIC VERTCAL DATUM Of 1929. UNLESS OTHERWISE NOTED. CL FC' CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION Na 4596. WDFC. • VOOD FENCE rSCALE CnCONCRETEBLOCKN- 1 • - 20 - N DRAWN BY: MLT P. 0 • POINT OF CURVATURE P. T. • POINT OF TANGENCY N SC. DESCRIPTION CERTIFIED BY: LtAiE ORDER No, R • RADIUS PLOT PLAN 09-08-2017 3850- 1 7 I ARC LENGTH REVISED PLOT PLAN (S0. FT.) 10-06-17 3850-17 C CH13RD BEARING FORMBOARD FOUNDATION/ELEVS. 12-07-17 55J9-17 f: R CN00.D NORTH FINAL/ELEVS. 04-18-18 2410-18 47 T415BUILDING\PROPERTY GOES NOi LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM'SENM R.L.S. ;(I 4714 wNA4ESW.COTT,R . 4801 ZONE X MAP / 12117CO090 F (09-28-07)