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3866 Loon Ln 17-2514; NEW SFHa5 y COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 DATE: September 14, 2017BUILDINGAPPLICATION #: 17-10000647 BUILDING PERMIT NUMBER: 17-10000647 UNIT ADDRESS: LOON LN 3866 17-20-31-502-0000-1000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3866 LOON LN / LOT 100 SFR DETACHED WYNDAM PRESERVE FEE BENEFIT RATE UNIT TYPE CALC UNIT TOTAL DUE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD i Single Family Housing 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD PARKSSSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 RECEIVED BY: "\ I M CKCIi GNATURE: PLEASE PRINT NAME) DATE: 1 03/1 % NOTE TO RECEIVING SIGNATORY//APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY R$SULT 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 SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 1 TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESIMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULES OVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT nvr D 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 THECOUNTYBUILDINGPERMITNUMBERATTHEI'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. il U.' Q.y CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 1 .00 25 G'41. do Job Address: 3866 Loon Lane, Sanford 32771 (Lot 100) Historic District: Yes No Parcel ID: Parent 17203150100000010 I'll - 20 -31- Sol - 0000-t000 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email: mparkison@oarksquarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Name Street: No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Eng./ PO Box 530783. Debary FL 32753 Fax: _ City, St, Zip: Bonding -Company: Address: E-mail: Arch. 407-629-6711 Eng. 386-668-76,06 Mortgage Lender: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR q-1-1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Y Revised- June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the timelthe pen -nit 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. AJAb / A2VWKIN-W Signature of Owner/Agent Date Signature of ontractor/ a Date Vishaal Gupta " Vishaal Gupta Print Own er/A nt's N e Print Contractor/Agent's N Sigdaturof Notary -State of Florida v Date Date MICHELLE PARKISON rF: 7MICHELLE PARKISON i • : • ':;; k; MY COMMISSION # FF 063452 E „ • MY COMMISSION III FF 063452 = d EXPIRES: October 30. 2017 FF ? EXPIRES: October 30, 2017 ••.J:,, ,13 Bondod TAro Notory PuDIIC Undorwrltore l, t' '•` 111 ° Bonded Thru No IC Undotwrllae Orov - 1s Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [R MechanicalRI Plumbing] Gas Roof Construction Type: V g Occupancy Use: 23 Flood Zone: x SEA t i> Total Sq Ft of Bldg: Z545 Min. Occupancy Load: 1.3 # of Stories: ATTPrCN ED New Construction: Electric - # of Amps 15c7 Plumbing - # of Fixtures till Fire Sprinkler Permit: Yes No [3 # of Heads Fire Alarm Permit: Yes No l-)— t f/y APPROVALS: ZONING: a UTILITIES: WASTE WATER: ENGINEERING: Kt- C- Q'S•A-1 FIRE: COMMENTS: n! L )b Cawfkt.-C-f A Sl f .DI,., W i `An : AAA PAR t nA4cct. 14 BUILDING: 5F 4•Z,c. t, If-wq IfG led - 0 Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 103,000.00 Job Address: 3866 Loon Lane, Sanford 32771 (Lot 100) Historic District: Yes No Parcel ED: Parent 17203150100000010 Residential® Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of; Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email: p-arkison@Da• rksguarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information 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: Bonding -Company: Address: 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 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. Y/'/ e, A ay114 Signature ofOwner/Agent Date Signature of ontractor/ a Date Vishaal Gupta Vishaal Gupta Print Owner/A Cs Print Contractor/Agent's N r i atur of Notary -State of Florida Date Date YZ••, MICHELLEPARKISON MICHELLE PARKISON k MY COMMISSION # FF 063452MYCOMMISSION # FF 063452 :sue EXPIRES: October 30, 2017 f EXPIRES: October 30, 2017 4•,fi„ • Bonded Thru Notary Public UndorwrltoreICUnderwritersnded bw _ 1s Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced IDType of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NO APPROVALS: ZONING: COMMENTS: UTILITIES: h17 1 8-21 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2517 Submittal Date September 22, 2017 Project Address: 3866 Loon Lane, Sanford Lot 100 Contact: Michelle Parkison Ph: 407/529-3135 Fax: Email: mparkison@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Revised Engineering & Product Approvals Plumbing Riser Diagrams Revised Energy Calculations ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CITY OF SANFORD FIRE DEPARTMENT Application Number: 17-2514 Project Description: New SFR Job Address: 3866 Loon Lane Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 09/20/2017 Contact Name: Michelle Parkison Contact Email: mparkison unaarksguarehomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordil.eov. Provide two conies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The Permit Office on the Energy Calculations is listed as "Seminole" and the jurisdiction # as 691000. The correct Permit Office is Sanford and the correct jurisdiction # is 691500. Please revise the energy calculations accordingly. FBC 107 2. The plumbing DWV riser only shows 2 bathrooms while the plans show 3 bathrooms. Please revise accordingly. FBC 107 3. Multiple plan pages show an attic access in the hallway that is sized 22 x 22. The minimum required attic access size is 22 x 30. Please revise all plan pages that reference the incorrect attic access size. FBC 107, FBCR R807.1 4. Please provide Florida Product Approval and corresponding installation instructions for the 8'0" x 7'0" garage door. FBC 107 5. The Product Approval package contains many errors. Please submit two (2) copies of a correct Product Approval package that is site specific to the house being built, addressing the following errors: Product approval and installation instructions are required for the front door and sidelight. Product approval was submitted for a swinging door without a sidelight. The single hung window submittal only includes flange style installation. Please verify if this type of window will be installed on the 2"d floor. if not, please provide a fin style window for the 2"d floor single hung windows. There are 3 types of Horizontal Slider windows submitted. There are no slider windows installed on the house. Only specific products to the house being built should be submitted. A "Zip System" for wall and roof sheathing has been included in the product approval package, however the plans do not address this type of structural system. Either the plans need to address this specific system or it should not be included in the product approval package. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged br phone or entail prior to arrival. Respectfully, Steve Fiorey, CBO A O t lot1877- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3866 Loon Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1000 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) OFFIC A US ON Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2514 Reviewed by: Michael Cash, CFM Date: September 5, 2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & FL1877— Landscaping in Right -of -Way www.tanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407 688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the iina..m.ltibelow size and location of the existing right-of-way and use shall be provided or application could be delayed. Callboweywdip. 1 Project Location/Address: 2. Proposed Activity. 0 Driveway Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work, Other: Construction of new driveway for new single family residence This application is qubmitted by - Property Owner: Signature. _ Address. 5200 Vineland Rd St Phone: (407) 529-3135 Fax - FL 32811 Print Name: Vishaal Gupta Emergency Repairs Email: mparkison@parksquerehomes.wm Date: D Y114//7 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 nght-of-way adjacent thereto Requestor may, with written City authorization, remove said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents,, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read rid nderstand a abo statement and by signing this application I agree to its terms. Signature: Date: 0 (/ % This pe shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use Dnveway pdi LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: O 1//& % 7 I hereby name and appoint David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and applifation for wor)S located at: Expiration Date for This Limited Power of Attorney: License Holder Name: Vishaal Gupta State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange CRC1330351 12/31/17 The foregoing instrument was acknowledged before me this day of S,] 20g2_, by Vishaal Gupta who is Xpersona ly known to me or o who has produced as identification and who did (did not) take a Notary Sea]) Signattke Print or type name N%y•.MICHELLE PARKISON M. s• ; Notary Public - State of Ort,, MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Commission No. V p({Fja t;,,,1 BondodTAruNotoryPuDltelJnOonvrltoro My Commission Expires: /O •aQ db/7 Rev. 08.12) A`oRo® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYI) 6/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 CONTACT Julie Kwack PHONE (407) 660-8282 FAX Ne: (407)660-2012 DE-MAILE *Jkwack@bborlando.com INSURERS AFFORDING COVERAGE NAIC a INSURERA.United Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32811 INSURER e Mravelers Casualty Co. 41769 INSURER cAmeri sure Mutual Insurance Co 23396 D14avi ators Specialty InsuranceINSURER INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER-CL1753111504 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFMWDDrffM POLICY EXP1MM1DDNYYY1 LIMITS Jt COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS -MADE DR OCCUR S 300,000 MED EXP (Any one person) S ExcludedAITATL17104106/1/2017 6/l/2018 PERSONAL dADVINJURY 2,000,000 GEN'L AGGREGATE UNIT APPLIES PER. GENERAL AGGREGATE S 2,000,000 POLICY [K] ECT LOC PRODUCTS . COMPIOP AGG S 2,000,000 BI I PD adNor Personal 6 Ad SOTHER" AUTOMOBILE LIABILITY COMBINED INGL LIMIT a accident 1,000,007 BODILY INJURY (Per person) S B ANY AUTO ALLOWNEDSCHEDULED IBA-BB637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per amdent) S PROPERTY DAMAGE Per aside S NON-0WNED HIRED ALTOS AUTOS PIP - Basic S 10,000 UMBRELLA UAB HOCCIJR EACH OCCURRENCE 5,000,000 AGGREGATE 5,000,000 ABEXCESSUABCLAIMS -MADE BTN1743932 DED I X I RETENTIONS 0 S 6/l/2017 6/l/2018 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUnVE OFFICER/ C ( mandatory In H) EXCLUDED? EE Mandatory In NH) NIA WC2105269 6/1/2017 6/1/2018 x PERORH. E. L. EACH ACCIDENT S 1,000,000 El DISEASE . EA EMPLOYE S 1,000,000 yas, describe and DESCRIPTION OF OPERATIONS below E L DISEASE . POLICY LIMIT S 11000,000 A Excess Liability BM710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 4M xe of $SM Aggregate $4,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached 8 more space Is required) Exess Liability - $5M RS of $9M Carrier: Navigators Specialty Insurance Company Policy #: IS17EXC810641IC Effective: 6/1/2017 to 6/l/2018 Limits: Each Occurence or Event - $5,000,000 City of Sanford P. O. Box 1788 Sanford, FL 32772-1788 ACORD 25 (2014/01) INS025 onus» 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 D' Avanzo, CPCU, CPA ' // :5" 1988- 2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD zi F Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named Insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC COMMENTS/REMARKS General Aggregate - $5,000,000 Products Completed Operations Aggregate - $5,000,000 Inland Marine Carrier: Amerisure Mutual Insurance Company Policy #: IM2105271 Effective: 6/1/2017 to 6/1/2018 Limit: Rented/Leased Equipment - $40,000 Max Limit Any One Item Deductible: 1,000 per Occurrence I OFREMARK COPYRIGHT 2000, AMS SERVICES INC. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING.BOARD WN 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 licensel . RICK SCOTT, GOVERNOR 850) 487-1395 if? :STATE -OF FLORIDA id`* DEPARTMENT O'P BUSINESS AND- PROFESS1169F. REGULATION f CRC1330351 v, . ISSUED:*: O7/28/201G CERTIFIED RESIDENTIAVOGINTRACTOR _ t ramGUPTA; VISHAAL SxJC ' T :_d p PARK SO' d i 17 IS-CERTIFIED'under,the' rdvisions of C'h';489.FS rExp'raiion date AUG 31: 2018zf _ - - 607i&d02100 _ ___. DETACH. HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF.BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD - CAC1330351 The RESIDENTIAL CONTRACTOR. Named below IS -CERTIFIED Under the provisions of Chapter 409 FS.-' -; ` Expiration date: AUG 31, 2018. - GUPTA, VISAAAL S- PARK SQUARErH011AES. - - 5200•VINELAND'ROAD'' _ Y/• f' y ,{ ORIt:ANDO- r'--- FL"32811 +` ram~ ~'`4.` rw.•+ Jam_ ", - a•u 0- w -~•'`. , ' ail ISSUED: 0712k016 DISPLAY AS REQUIRED BY LAW SEQ # 1_1607280002100 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 8995 P9 665 (IP9s) CLERK'S : 2017096861 RECORDED 09/27/2017 12:41:02 PM RECORDING FEES $101.00 RECORDED BY hdcvore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. / 7 T Parcel ID Number. / 7 .XO 5'3)1 -, 00o - , oQ O The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713. Florida Statutes, the following information is provided In this Notice of Commencement. 1. DESCRIPTIO"F PROPERTY: (Legal opscripgpp of the property and e5 Y3-ioa 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3J 7,7 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 Road Suite 200 Orlando Florida 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name. N/A 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as -provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from dale of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Vishaal Gupta, Executive Vice -President signature of Owner or Losses, or Owner's or Lessee's (Print Nam* and Provide signatory's TI0e/0alce) AuVWzed OMcer/Drector/Partner/Manageh State of County of 4n!N The forego)/ns`t I strume'ntDwas ack wledged before me this day of v 20 l by 1,': ' Who Is personally known to me @r OR who has produced Identification O type of Identification produced: MICHELLEPARKISON Stgnea ro t°' CERTIFIED COPY GRANT MALOYMYCOMMISSION # FF 063452 CLERK OF THE CIRCUIT COURTEXPIRES: October 30. 2017 ' • S°•' AND COMPTROLLER8aroodThruNoloryPublicllndoiwAloroSEMINOTUNTY, F RIDAs1/` on BY DEPUTY CLERK Dat SEP 2 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 17-2514 Address: 3866 Loon Lane BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 4 REVISED: June 2014 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 100 Walton II A RHG Brm 4 - W Builder Name: One Stop Cooling and Heating gUILp Street: 3866 Loon Lane Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Numb 615'']] 52 1 4 AIyFOROOwner: Park Square Homes Jurisdiction: v0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) OVA 1. New construction or existing New (From Plans) 9. Wall Types (1997.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1750.00 ft2 b. Frame - Wood, Adjacent R=11.0 247.33 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R. ft2 5. Is this a worst case? No 10. Ceiling Types (1811.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1811.00 ft2 6. Conditioned floor area above grade (ft2) 1811 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(206.2 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 362.2 a. U-Factor: Dbl, U=0.55 111.61 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 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 30.55 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.050 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1811.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1811.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 54.16 Glass/Floor Area: 0.114 PASSTotalBaselineLoads: 57.92 I hereby certify that the plans and specifications covered by Review of the plans and THE Sr42, this calculation are in compliance with the Florida Energy specifications covered by thisrFO Code. Digitally signed by Bojan calculation indicates compliance v Vau"' J Date 2017.0927 1524 26 with the Florida Energy Code. d a`O 4h,:, , ..•,,... „ O PREPARED BY: Before construction is completed a DATE: this building will be inspected for O a compliance with Section 553.908 I hereby certify that this bull iZgs designed, 's ce Florida Statutes. f CODwiththeFloridaEnergyCode. / Com WE OWNER/AGENT: BUILDING OFFICIAL: DATE: . DATE: • ' Compliance requf certification'by t e air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sWe accordan 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. 9/21/2017 3:22 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 100 Walton II A RHG Brm User Park Square Homes 1 One Stop Cooling and Heatin City of Sanford 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1811 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 100 Block/SubDivision: Wyndham Presery PlatBook: Street: 3866 Loon Lane 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 1811 16896.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1811 16896.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 187.5 It 0 1811 ft2 0.29 0 0.71 ROOF J # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2025 W 454 1112 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 1811 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1811 112 0.1 Wood 9/21/2017 3:22 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software I Page 2 of 4 FORM R405-2014 WALLS It Ornt Adjacent Space Cavity Width To Wall Type Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 67 6 9 4 630.0 f12 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 t12 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 f12 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 20 6 9 4 191.3 ft2 0 0 0.8 0 5 - Garage Frame - Wood Main 11 26 6 9 4 247.3 ft2 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In F1 In 1 W Insulated Main None 4 3 8 24 112 2 Wood Main None 46 2 8 6 8 17.8 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 4.4 ft2 1 f10 in 0 ft 8 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.55 0.22 46.3 „2 1 ft 0 in 0 ft 8 in Drapes/blinds None 3 e 2 Metal Low-E Double Yes 0.55 0.22 32.7 ft2 1 ft 0 in 0 It 8 in Drapes/blinds None 4 e 2 Metal Low-E Double Yes 0.58 0.25 64.0 112 6 ft 0 in 0 it 8 in None None 5 s 3 Metal Low-E Double Yes 0.54 0.25 4.8 ft2 1 ft 0 in 0 ft 8 in Drapes/blinds None 6 s 3 Metal Low-E Double Yes 0.55 0.22 32.7 fl2 1 110 in 0 It 8 in Drapes/blinds None 7 w 4 Metal Low-E Double Yes 0.54 0.25 9.3 ft2 12 ft 0 in 1 ft 0 in None None 8 W 4 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 f10 in 2 ft 5 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 609 ft2 408 f12 52 ft 9.330 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000415 1971.3 108.22 203.52 3029 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 sys#1 9/21/2017 3:22 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 I Central Unit Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 362.2 ft Main 90.55 ft Prop. Leak Free Main cfm 54.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin r Heatin[X} Jan r ]Feb Jan [X] Feb Mar Mar r fpr [ May Jun Jul May Jun Jul r Auge I AuSep Oct Oct Nov Nov Dec Dec Venting[)Jan Feb Mar Apr [ May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/21/2017 3:22 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 ullding Pertormance and Prescriptive Methods ADDRESS: 3866 Loon Lane Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 ctm 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 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested r at a pressure differential of 0.1 inches w.g. (2512a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. It the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 ctrn 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/21/2017 3:22 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 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. 0 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. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 'h inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 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. 0 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. 0 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 (it 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. 9/21/2017 3:22 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oilfired 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. r... D— RR404.1 Lighting equipm ten Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be - high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/21/2017 3:22 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 94 The lower the EnergyPerformance Index, the more efficient the home. 3866 Loon Lane, Sanford, FL, % 7' 77 / 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1750.00 ftz b. Frame - Wood, Adjacent R=11.0 247.33 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R40.0 1811.00 ftz 6. Conditioned floor area (W) 1811 b. N/A R= ftz 7. Windows" Description Area c. N/A R= ft z a. U-Factor: Dbl, U=0.55 111.61 ffz 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft 6 362.2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ftz SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 30.55 ftz a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ffz 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.050 ft. Area Weighted Average SHGC: 0.234 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1811.00 ffz a. Electric EF: 0.9 b. N/A R= ftz c. N/A R= ffz b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspe tion. Otherwise, a new EPL Display Card will be completed dbasedoninstalledCoe mpli nt features. Builder Signature: vG,l ate: Q Address of New H e: Z"x /AI- City/FL Zip: f14E Sr4 d 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. 9/21/2017 3:22 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 100 Walton II A RHG Brm 4 - W Builder Name: One Stop Cooling and Heating Street: 3866 Loon Lane Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 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 9/21/2017 3:22 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 100 Walton II A RHG B wrightsoft` ... Date: os-16-2017 Entire House Br MC/LM/BP One Stop Cooling and Heating Plan: RHG 7225 Sardsoove Court Sate 1. Winter Park FL 32792 Plore: (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOneSlopCoolirg oom License: CA0032444 Project• • For: Park Square Homes Davenport, FL 33837 Notes: Design Information Weather: Orlando IngAR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 75 OF Design TD 26 OF Design TD 17 OF Daily range Relative humidity M 50 Moisture difference 47 grAb Heating Summary Sensible Cooling Equipment Load Sizing Sruc Lure 18854 Btuh Structure 19076 Btuh Ducts 3423 Btuh Ducts 4056 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh puipmentEquipment load 22278 Btuh Use manufacturers data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 22531 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaoes 0 Structure 2241 Btuh 71 nl vent (0 cfm) Central0 Btuh Heatin Cooling none) Area ( ft2) 1811 1811 Equipment latent load 2959 Btuh 1 0 26 1 014 AiirchangeesvbourEquiv. AVF 73 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 25489 2. 5 Btuh dm) 39 total capacity at ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent 000ling 8700 Btuh Temperature rise 26 OF Total pooling 34800 Btuh Actual airflow 1160 cfm Actual airflow 1160 cfrn Airflowfactor 0.052 cfm/Btuh Air flow factor 0.050 cfm/Bbuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Spaoethermostat ity balance point = 32 OF Load sensible heat ratio 0.89 Backup: rt/ a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 040 wrightsoft' Right-Sule®Unversal201717023RSU16877 2017-Aug- 161PageI 14CC', ...EMP PRW%ol100 WaltonllA RHG Srm4 - W.rup Calc- MJ8 Horse laces W wrightsoft' Right-J®Worksheet Job: Lot 100 Walton 11 A RHG Brrn Entire House Date: 08-16-2017 B y. MC/LM/BP One Stop Cooling and Heating Ptan: RHG 7225 Sardsoove Court, Stile 1, Winter Park FL 32792 Phore: (407) 629. 6920 Fax: (407) 629. 9307 Web. wwwOreSlopCoolirg corn Ucerse: CAC032444 1 Room name Encore House BED3 2 Exposed well 1875 Q 33.0 It 3 Room height 93 0 d 93 B heaibool 4 5 Room dimertistiorls Room area 18113 iR 1.0 x 150.4 fl 150.4 IR Ty Cons"n nuI Bb h*-9 BbWh" or perimeter (D) Btuh) or perimee*r (0) Bluh) Heat Cod Grass N/P/5 Heat Cod Gross NIPS Heat Cool 6 C 13A-4ois 0&2ob - 4A5-2ob 0.143 0.540 0S50 no re ne It 14M 1435 2.75 23.92 22.35 558 5 33 521 0 0 19Q 67 469 1433 114 731 W 0 0 60 0 0 226 0 0 166 0 0 11 yy// j 13A•4ocs 4A5.2Db 0.143 0.540 se se 3.73 14.09 2.75 14.63 191 9 145 9 542 132 400 137 0 0 0 0 0 0 0 0 4A5.2ob 11 DO - _ 13A•40 : 0S40 03M 0.143 se se sw 14.09 10.18 3.73 24AS 11.88 2.75 12 24 628 0 24 577 169 244 2154 293 285 1589 0 0 112 0 0 112 0 0 417 0 0 307v 1--fi 4A5-2Db 4A5.2ob 0.540 DZW sw sw 14.09 14.35 15.95 2027, 4 46 3 9 61 664 69 965 0 0 0 0 0 0 0 0L-G Vp/ 13A-4ocs 4A5-2ob 4A5-2Dbd_ _ _ 12C-0sW 0.143 0.550 0-%0 0.091 rtw nw nw 3.73 14.35 15.14 238 2.75 22.35 27.14 1.42 367 33 64 246 271 0 0 246 1010 469 969 585 745 731 1737 349 135 16 0 0 119 0 0 r 0 442 235 0 0 326 365 0 0 C P C F 16B-30ad _ 22A•Ipm 0.032 1.180 0,84 30M 1.73 0.00 1811 1811 1811 188 1513 5775 3127 0 150 150 150 X 33 126 1016 260 0 t- 6 c) AED excursion 872 98 Emelope Iossfgain 16767 13577 2461 1523 12 a) Infiltrabon 2088 749 367 132 b) Room ventlation 0 0 0 0 13 Internal gains ODarparlts@ 230 5 1150 1 230 A04arlo3fd0thar 3600 0 Subtotal (lines 6ID 13) 18854 19076 2828 1885 Less extemalload 0 0 0 0 Lesstrarder 0 0 0 0 Redistribubon 0 0 0 0 14 Subtotal 18854 19076 2828 1885 Dud loads 12! 21 3423 4056 189' 21% w-- 514 401 r Total room load 22278 23132 3342 2286 Air required (dm) 1160 1160 174 115 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Righ_Sute®Uriversal201717.023 RSU16877 2017-Aug-161 Page 1AMEMPPROO'Lo1100 Walton IIA RHG Bnn 4 - W.nq Calf - M18 Hot se faces: W war.r.+...- wrightsoft• Right-J® Worksheet Job: Lot 100 Walton II A RHG Bryn... Entire House Data: 08-16-2017 By. MC/LM/BP One Stop Cooling and Heating Plan: RHG 7225 Sardscove Coup, Sate 1, W irter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web. wwwOreStopCoolirg cpm Licerse CAC032444 1 Room name BTH2 FAM 2 E;osed wall 6.0 A 131) A 3 Room height 93 A heaftd 93 0 heatbool 4 5 Room dimensions Room area 10.0 x 6.0 A 60.0 W 1.0 x 247.4 A 247A W Ty Conwucion U-value Or HTM Area (A) Load Area (A) Load number Buvv-n BUMF) or perimeter (A) BNh) or perimeter (A) Btuh) Heat Cool Gros MRS Heat Cod Cross N/PIS Heat Cool 6 Wl I--G 13A4ocs 0.143 no 3.73 275 0 0 0 0 0 0 0 6 4A5.2ob 0S40 ne 14A9 23-92 0 0 0 0 0 0 0 0 G 4A5-2ob 0.560 re 1435 22.35 0 0 0 0 0 0 0 0 ll 13A-4ocs 0.143 se 3.73 275 0 0 0 0 0 0 0 0 11 I--G 4A5.2ob 0540 se 14A9 14.63 0 0 0 0 0 0 0 0 4A5.2Db 11 DO OS40 03M se se 14.09 10.18 24.45 11.88 0 0 0 0 0 0 0 0_ 0 0_ 0 0 0 0_ 0 0L__pG 13A-4ocs 0.143 sw 3.73 275 56 51 192 142 0 0 0 0 4A5.2Db OS40 sw 14.09 15.95 4 3 61 69 0 0 0 0 4A5.2Db - - 0-UM)sw 1435 20B7 0 0 0 0 0 0 0 0 I—C 13A-4ocs 0.143 rrw 3.73 2.75 0 0 0 0 121 57 212 157 4A5.2Db 05% nw 1435 2235 0 0 0 0 0 0 0 0 C 4A5.2obd 12C-09N ' OS80 0.091 rw 15.14 238 27.14 1.42 0 0 0 0 0 0 0 0 64 0 0 1 0 969 0 1737 0P C 1613-30ad 0.032 084 1.73 60 60 50 104 247 247 207 427 F 22A Ipm 1.180 3080 0.00 60 6 185 0 247 113, 400 0 t f 6 c) AED excursion 37 502 Ernelope loss/ m 488 351 1788 2823 12 a) Infiltration 67 24 145 52 b) Room ventilation 0 0 0 0 13 lawmalgains: Oocuparns@ 230 0 0 0 0 A Lan08St# er 0 900 Subtotal (lines 6 to 13) 555 375 1933 3775 Lessextemal load 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 0 0 153 144 14 Sul0bW 555 375 2086 3920 15 Ducl loads - -.- . • -- • - - 1 m. - 21 101 80 1 21 379 833 Total room load 1 1 656 455 2465 4753 Air required (dm) 34 23 128 238 Calculations approved by ACCA to meet all requirements of Manual J f31h Ed. wrightscWt- Rigtt-Stite®Uriversal2017 l7 O23 RSU16877 2017-Aug-161 OAO Page 2 EMP PRINT'Lo1100 W acton IIA RHG Brm 4 . W rtp Calc = M7B Mouse faces W wrightsofC Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 100 Walton II A RHG Brm ... Date: 08-16-2017 Byy. MC/LM/BP Plan: RHG 7225 Sardscove Coot, Sure 1, Wider Park FL 32792 Phore (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOreStopCoolirg com License: CAOD32444 1 Room name BEDRM4 AC 2 Exposed wall 335 A 0 A 3 Room height 93 4 heabbod 93 A heaUmol 4 5 Room dimensons; Room area 1.0 x 153B A 153.8 IF 35 x 35 A 123 IF Ty ConslrucLon U-value Or HTM Area (W) Load Area (AM Load number BbjhW-n BbjW or perimeter (A) BWh) or perimeter (A) Bbh) Heat Cod Gross NIR/5 Heat Cool Gross WP/S Heat Cool 6 13A-4ots 0.143 ne 3.73 2.75 140 140 521 384 0 0 0 4A5-2ob 0540 no 14.09 23.92 0 0 0 0 0 0JO 0 0 4A5-2ob 05W no 1435 2235 0 0 0 0 0 0 0 0 13A-4ors 0.143 se 3.73 2.75 0 0 0 0 0 0 0 0 11 4A5-2ob 0.540 se 14D9 14.63 0 0 0 0 0 0 0 0 4A5.2ob 0540 se 14.09 24.45 0 0 0 0 0 0 0 0 11 DO 03M se 10.18 11.88 0 0 0 0 0 0 0 0 ILS13A•4ois 0.143 sw 3.73 2.75 60 60 226 166 0 0 0 0 4A5-2ob 0540 sw 14.09 15.95 0 0 0 0 0 0 0 0 4A5.2Db - 0550 sw 1435 20.87 0 0 0- 0_ 0- 0 0 0 CtG 13A•4ors 4A5.2Db 0.143 05W rw rnv 3.73 1435 2.75 2235 112 16 95 0 356 235 262 365 0 0 0 0 0 0 0 0 4A5.2obd 12C-09w 0580 0.091 nw 15.14 238 27.14 1 .42 0 0 0 0_ 0 0_ 0 0- 0 0- 0 0 0_ 0 0 0P C_ 16B-30ad 0.032 0.84 1.73 154 154 128 265 12 12 10 21 F 22A•gxn, - _ 1.180 30SO 6.00 154 34 1032 0 12 0 0 0 k 6 c) AED exarsion 89 1 Emelope bssigain 2497 1533 10 21 12 a) Infillrabon 373 134 0 0 b) Room ventilation 0 0 0 0 13 Intemal ga ns: Occupants @ 2W 1 230 0 0 AppliarICBSt#W 300 0 Subblal(lines 6b13) 2870 2196 10 21 LesseA-mal bad 0 0 0 0 Lessirarsfer 0 0 0 0 Redisbibution 12 25 10 21 14 Subblal 2882 2221 0 0 Dud bads 189' 219' 523 w— 472 1 0— 21 Oftw+w 0 gwft 0 r Total room load 1 1 3405 2693 0 0 Air required (dm) 177 135 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A& w ightsaft- NgM-Sute®Uriversal201717023 RSU16877 2017•Alg•16 t Page 3AEMPPRIN%ot 100 Walton IIA RHG Brm 4 • W.n p Calc = KO Home laces W wrightsofr Right-J® Worksheet Job: Lot 100 Walton II A RHG Brm ... Entire House Date: 08-16-2017 BY. MC/LM/BP One Stop Cooling and Heating Plan: RHG 7225 Sardscove Cowl, Stile 1, Wider Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com License: CAOD32444 1 Room name Krrr-AFE FCFY 2 Exposed wall 12.5 A 65 A 3 Room height 93 A heatbool 93 A heatkpol 4 5 Room dmensionss Room area 19.0 x 125 A 2375 fF 1.0 x 20&0 A 208.0 fF Ty ConshLoon U-value Or HTM Area (fF) Load Area (fF) Load number BWhW--9 Btuh4) or perimeter (A) BUh) or perimeter (A) Btuh) Heat Cod Gros NIPS Heat Cod Gross LAPIS Heat Cod 6 C 13A-4ors 4A5.2Db 4A5-20b 0.143 0.540 0S50 ne ne no 3.73 14.09 1435 2.75 23.92 2235 116 0 33 84 0 0 312 0 469 230 0 731 0 0 0 0 0 0 0 0 0 0 0 0C 11 WWWIII 13A.4ocs 4A5.2Db 0.143 0540 se se 3.73 14.09 2.75 14.63 0 0 0 0 0 0 0 0 60 9 27 9 101 132 75 137 4A5-2Db 11 DO 0540 03M se se 14.09 10.18 24.45 11.88 0 0 0 0 0 0 0 0 0 24 0 24 0 244 0 285 VjI 13A-4ocs 0.143 9w 3.73 2.75 0 0 0 0 0 0 0 0 4AS-2ob 4A5.2Db 0S40 WSW sw sw 14.09 1435 15.95 20.87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l--G G 1q/ I-fCa 13A-4os 4A5.2Db 4A5.2obd 12C-09v 0.143 0550 0S80 0,091 nw nw nw 3.73 14.35 15.14 238 2.75 2235 27.14 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 130 0 0 0 1130 0 0 0 309 0 0 0 184P C F 168-30ad 22A-Ipm - 0.032 1.180 0.84 30.80 1.73 0.00 238 238 238 13 198 385 410 0 208 208 208 1-77 174 200 359 0 k' 6 0 AED ex ursion 86 30 Envelope losslon 1364 1285 1160 1009 12 a) blfiltration 139 50 72 26 b) Room ventilation 0 0 0 0 13 trnemal gains: Oax pants@ 230 0 0 0 0 AppliancesbOw 160D 0 Subtotal (lines 6ID13) 1504 2934 1233 1035 Less extemalload 0 0 D 0 Lesstransler 0 0 0 0 Redistribution 413 353 1233 1035 14 Subtotal 1916 3287 0 0 15 Duct loads 348 0"" 1 699 r'" •' 1 ram 21 14r'O' 0 OPMa 0 Total room load 2264 3986 0 0 Air required (dm) 118 200 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsOft' 2017-Atg-161 Rign-Su1e®Uriversal201717023RSU16877 Page EMP PRWTLot 100 Walton IIA RHG Brm 4 - WAp Calc = M1B Home faces: W wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 100 Walton II A RHG Bnn ... Date: 08-16-2017 Byy. MC/LM/BP Plan: RHG 7225 Sardsoove Cout Sute 1, W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCDolirgmm Uoerse: CAOD32444 1 Room name BED2 LAUN 2 Exposed wall 115 11 6A 0 3 Room height 93 D heatbool 93 11 healbool 4 5 Room dimensions Room area 14.0 x 115 I1 161.0 IP 125 x 6.0 It 75.0 W Ty Construction U-value Or HTM Area (It) Load Area (W) Load number Bbh9R°F) Bbh" or perimeter (11) Bbh) or perimeter M Bbh) Heat Cool Gross NIPS Heal Cool Gras N/P/S Heat Cool 6 13A-40rs 0.143 ne 3.73 2.75 0 0 0 0 56 56 208 154 4A5.2ob 0.540 ne 14JJ9 23.92 0 0 0 0 0 0 0 0 4A5 lob 0550 no 1435 22.35 0 0 0 0 0 0 0 0 13A-4ors 0.143 se 3.73 2.75 0 0 0 0 0 0 0 0 11 4A5.2ob 0540 se t4.09 14.63 0 0 0 0 0 0 0 0 4A5-2Db 11 DO 0.540 0390 se se 14A9 10.18 24A5 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2,75 107 92 342 252 0 0 0 0 4A5.2ob 0.540 sw 14.09 15.95 0 0 0 0 0 0 0 0 4A5-2Db O-W ON 1435 2087 15 3 221 322 0 0 0 0 13A 40c5 0143 nw 3.73 2.75 0 0 0 0 0 0 0 0 4A5.2Db 0550 nw 1435 2235 0 0 0 0 0 0 0 0 4A5.2obd 12C-091N 05M 0.091 nw 15.14 238 27.14 1.42 0 0 0 0 0 0 0 0 116 0 1116 0 276 0 164P C 16B-30ad 0.032 0.84 1.73 0- 161 161 134 278 75 75 63 129 F 22A-Ipm 1.180 30.80 0.00 161 12 354 0 75 6 185 0 f t- 6 c) AED exturi3on 70 28 Envelope lossigain 1052 922 732 420 12 a) Infiltration 128 46 67 24 b) Room wrolation 0 0 0 0 13 Internal gains O=pants@ 230 1 230 0 0 Applianoesbther 300 500 Sublotal (lines 6 ID 13) 1180 1497 799 944 Lew external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 171 144 129 108 14 Subtotal 1351 1642 927 1052 Dud loads -+ -- r - - -- 189r 21 245 40 349 0 -- 1 219' 168 224 r Total room load I 1596 1991 10% 1276 Air required (dm) 83 100 1 1 57 64 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Aug-1610.4047 cA Right-SuteV Uriversal 2017 17.023 RSU16877 Pape 5 EMP PRINl1Lot 100 Walton IIA RHG Brm 4 - Krug Calc - MJ8 House Laces: W wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 100 Walton II A RHG Brm ... Date: 08-16-2017 BY. MC/LM/BP Plan: RHG 7225 Sardscove Court, Sute 1, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOr eStDpCoolirg.com License: CAOD32444 1 Room name NEED MWIC 2 End wall 155 fl 12.0 fl 3 Room height 93 it heatbool 93 fl heatbool 4 5 Room dimensions Room area 14.0 x 15.5 f1 217.0 fF 1.0 x 64A fl 64 4 tF Ty Co.tM on U-value Cr HTM Area (W) Load Area (fF) Load number Bbjh*n BUMP) or perimeter M Bfuh) or perimeter M Shih) Heat Cool Gross NIPS Heat Cool Gross N/PIS Heat Cool 6 C 13A-4ocs 0.143 ne 3.73 2.75 0 0 0 0 70 70 260 192 4A5.2ob OS40 ne 14A9 23.92 0 0 0 0 0 110 0 0 1 4A5.2ob OS50 ne 1435 22.35 0 0 0 0 0 J 0 0 0 13A-4ocs 0.143 se 3.73 2.75 0 0 0 0 42 42 156 115 11 4A5.2ob OS40 se 14.09 14.63 0 0 0 0 0 0 0 0 4A5-2ob 11 DO 0S40 03W se se 14.09 10.18 24A5 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v G 13A-4ocs 0.143 9w 3.73 Z75 144 113 423 312 0 0 0 0 4A5.20b OS40 sw 14A9 15.95 0 0 0 0 0 0 0 0I-- C 4A5-2ob 05W sw- 1435 2Db7 31 6 443 644 0 0 0 0 yl I---G 13A-4ocs 4A5.2ob 0.143 OS50 nw rw 3. 73 1435 2. 75 22. 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A5.2Dbd 12C• 091N 05M 0. 091 nw 15.14 238 27. 14 1. 42 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 PC 168.30ad 0.032 0b4 1.73 217 217 181 375 64 64 54 171 F 22A-Ipm _ 1.180 30.80 0.00 217 16 477 0 64 12 370 0 1 J-- t 6 c) AED excursion 168 13 Envelope lossfon 1524 1498 840 405 12 a) Infiltration 173 62 134 48 b) Room v"lation 0 0 0 0 13 Internal gairm Cmupants@ 23D 2 460 0 0 ApplWlcesb1} 1er 0 0 Scrbt W (lines 6ID 13) 1697 202D 973 453 Less external bad 0 0 0 0 Lesstransier 0 0 0 0 Redistribution 332 279 54 45 14 Subblel 2029 2299 1027 498 Dud loads 1T 221 368 489 1 217 186 r Total room load 2397 2788 1214 604 Air required (dm) 125 140 63 30 Ca) aAabons approved by ACCA to meet all requirements of Manual J f3ih Ed. A wrigFftsoTt' Righ-Sute®Uriversal201717023RSU16877 2017•Atg-161Page 6 EMP PRINT'Lol 100 Walton IIA RHG Brm 4 • W np Calc - KM Houle tapes W wrightsoft• Right-J® Worksheet Job: Lot 100 Walton IIA RHG Brm... Entire House Date: 08-16-2017 Byy. MC/LMSP One Stop Cooling and Heating Ptan: RHG 7225 Sardscove Court, Suite 1. W irter Park FL 32792 Ptone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0reStopCoolirg.com Ucerse CAC032444 1 Room name MWC METH 2 E>rose- well 9.0 D 225 II 3 Room height 93 A heatbool 93 It heaUmol 4 5 Room dimensions Room area 1.0 x 155 tl 15.5 fF 1.0 x 117.1 It 117.1 fF Ty Construmon U-value Or HTM Area (W) Load Area (tF) Load number Bl uWn BUh*) or perimeter (0) BGuh) or penmeler (A) Bbuh) Heat Cool Gross NAS Heat Cod Gross WP/S Heat Cod 6 I---C 13A4ors 0.143 ne 3.73 2.75 56 56 208 154 0 0 0 0 4A5.2ob 4A5.2ob 0S40 0.550 ne ne 14A9 1435 23-92 22.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0fa 13A-4os 0.143 se 3.73 Z75 28 22 82 60 60 54 203 150 11 TE; 4A5.2ob 0540 se 14.09 14.63 0 0 0 0 0 0 0 0 4A5-2ob n Do 0S40 0390 se se 14.09 10.18 24.45 11.88 6 0 0 0 85 0 147 0_ 6 0 0 0 85 0 147 0 Ti13A-4os 0.143 sw 3.73 275 0 0 0 0 149 149 555 410 4A5.2ob 0S40 sw 14.09 15-95 0 0 0 0 0 I0 0 0 GG 4A5-2ob _ 0.550 sw 1435 20E7 0 0 0 0 0 10 0 0 y/ I 13A-4ocs 4A5.2ob 0.143 0.55o rtw nw 3.73 1435 2.75 2235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0fa24A5.2obd 0-%0 nw 15.14 27.14 0 0_ 0 0 0 0 0 0 P 12C-OsN 0.091 238 1.42 0 0 0 0 0 10 0 0 C 16&30ad 0.032 0.84 1.73 16 16 13 27 117 117 98 202 F 22A-Ipm_ _ 1.180 30.80 0.00 16 9 277 0- 117 23 693 0 X p 6 c) AED excursion 47 31 Emelopelos(Wn 665 435 1634 939 12 a) Infiltration 100 36 251 90 b) Room ventilation 0 0 0 0 13 Internal gains Omupants @ 230 0 0 0 0 Applianoesiother 0 0 Subtotal(lines 6b13) 765 471 1884 1029 Less external load 0 0 0 0 Lesstraruler 0 0 0 0 Redislribubon 0 0 0 0 14 Subtotal 765 471 1884 1029 15 1 w*w 21! 139 100 18° 21 342 219Dudbads-°-'*-"+--*'w Total room load 904 571 2227 1248 Air required (dm) 47 29 116 63 Calculations approved by ACCA to meet all requirements of Manual J" Ed. wrightsofC 2017-Aug-1610:4047 Riga -Suite* RSU16677 Page 7 EMP PRINT'Lot 100 Walton IIA RHG Brrn 4 - W.rup Calc = M X House faces W wrightsoftRight-JO Worksheet Job: Lot 100 Walton II A RHG Bnn Entire House Date: 08-16.2017 B y. M/ MC/LBP One Stop Cooling and Heating Ptan: RHG 7225 Sardscove Coun, Suite 1, Wirier Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreSlopCoofirg oom License: CAOD32444 1 Room name BATH 3 HALL 2 Exposed wall 65 If 0 11 3 Room height 93 It healkool 93 It heatbool 4 5 Room dimensions Room area 8. 0 x 65 It 52. 0 W 40 x 10.0 fl 40. 0 IF Ty Co. >strtrctron number U- value Btirh4R n Or HTM B6rh" Area ( I) or penmeler M Load BWh) Area ( tF) or perimeter (4) Load Btuh) Heat Cool Gross N/PIS Heat Cod Gross NIPS Heat Cod 6 VjJ I- C 13A- 4oas 4A5- 2ob 4AS- 2ob 0. 143 0540 0S50 no no no 3. 73 14. 09 1435 2. 75 23. 92 22. 35 60 5 0 56 0 0 208 67 0 153 114 0 0 0 0 0 0 0 0 0 0 0 0 Ct i 13A- 4ors G 4A5-2ob 0. 143 0540 se se 3. 73 14A9 2. 75 14. 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L pG 4A5-2ob 11DO 0540 0. 390 se se 14. 09 10. 18 24A5 11, 88 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 13A-4o s 0.143 Sw 3.73 2.75 0 0 0 0 0 0 0 0 4A5. 2ob 4A5- 2ob 0. 540 05W sw Sw 14. 09 14. 35 15. 95 2DB7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-! C yl 13A-4ocs 4A5. 2ob 4A5. 2obd 12C- 09w 0. 143 05W 0580 0. 091 nw nw nw 3. 73 1435 15. 14 2. 75 2235 27. 14 1. 42 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 l--( C P C 16B-30ad 0.032 238 0B4 1.73 52 52 43 90 40 40 33 69 F 22A-fin 1.180 30BO 0.00 52 7 200 0 40 10 0 0 N 6 c) AED excursion 11 2 Envelope losygain 519 347 33 67 12 a) Infiltration 72 26 0 0 b) Room ventilation 0 0 0 0 13 hiernW gains: Occupants @ 230 0 0 0 0 AppliaroCtar 0 0 Subtdal ( lines 6 to 13) 591 372 33 67 Lem ettemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 12 25 33 67 14 Stbblal 603 397 0 0 1151 84 1 219' 0 40MAW 0 DudloadsTotal room load 713 482 0 0 Air required (dm) 37 24 0 0 Calculations approved byACCAto meet all requirements of Manual J ft Ed. wrightsoft' 2017-Atg-161040:47 ZA Right-Stite®Uriversal201717.023 RSU16877 Page 8 EMP PRIN1'Lot 100 Walton IIA RHG Bnn 4 - W.nq Calc - KM House faces: W Duct System Summary Job: Loa 100 Walton II A RHG B... WI=Ight50ft' Data: 08-16-2017 Entire House By. MC/L WBP One Stop Cooling and Heating Plan: RHG 7225 Sardsowve Coot, Stile 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Licerw CAC032444 Project• • For: Park Square Homes Davenport, FL 33837 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.199 in/100ft 0.199 in/100ft Actual airflow 1160 cfm 1160 ctm Total effective length (TEL) 171 it SupplyDetail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (it) Trunk BATH3 h 713 37 24 0.428 4.0 Ox 0 MFx 4.4 75.0 BED2 c 1991 83 100 0.289 6.0 Ox0 VIFx 27.5 90.0 st2 BED3 h 3342 174 115 0.272 7.0 Ox 0 VIFx 30.1 95.0 st2 BEDRM4 h 3405 177 135 0.468 7.0 Ox 0 VIFx 2.7 70.0 BTH2 h 656 34 23 0.297 4.0 Ox0 VIFx 24.4 90.0 st2 FAM c 4753 128 238 0.410 8.0 Ox 0 VIFx 13.0 70.0 KMCAFE c 3986 118 200 0.359 8.0 Ox 0 VIFx 14.8 80.0 LAUN c 1276 57 64 0.213 5.0 Ox 0 VIFx 44.3 115.0 SO MBED c 2788 125 140 0.230 7.0 Ox 0 VIFx 37.9 110.0 SO NTH h 2227 116 63 0.211 7.0 Ox 0 VIFx 46.0 115.0 SO MWC h 904 47 29 0.199 4.0 Ox 0 VIFx 50.7 120.0 st1 MWIC h 1214 63 30 0.218 4.0 Ox 0 VIFx 41.1 115.0 sit Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) c(m) FR tpm) in) in) Material Trunk SO PeakAVF 408 325 0.199 748 10.0 0 x 0 VinIFIX st2 PeakAVF 291 237 0.272 534 10.0 0 x 0 VinIFIX wrightsoft' p gil.suteounversa1201717.023 RSU16877 P 2017-Arg-151 age 1 d4CCA Page EMP PRWi1Lo1100 Walton IIA RHG Brm4 • W.Rp Calc = M18 Horne tapes: W Return Branch Detail Table Name Grille Size (in) Htg dm) Clg Cim) TEL 00 Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wri htsoft• 2017-Aug-1610 age 29Right•Suite®Uriversal 201717.023 RSU16877 Page 2 ACC% :..EMP PRW Kot 100 Walton IIA RHG Brm 4 - W.rnq Cale - MJB House taces: W 9 e Static Pressure and Friction Rate Job: 100 Walton ll A RHG B... wri htsoft Date: 08-16-2017 Entire House BY MC/LMIBP One Stop Cooling and Heating Plan: RHG 7225 Sardscove Cool, Sute 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629.9307 Web wwwOneStopCoohng tom Uoerse: CAC032444 For: Park Square Homes Davenport, FL 33837 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 Effective Length supply. Return 00 00 Measured length of run -out 19 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 171 0 Total effective length 171 Supply Ducts Return Duds Friction Rate Heating in/100ft) 0.199 >0.18 0.199 > 0.18 Cooling in/100ft) 0.199 > 0.18 0.199 > 0.18 Fitting Equivalent LengthDetails Supply 4X --35,11 A=20,11 G=5,11 G=5,1 A--35,11 G=5,11 G=5,11 G=5,11 Gam: Total EL=120 Return TOtaIEL=0 c wri htsoft' 2017-ALg-1 6 10 40:48 9 Right-Sule®Uriversal 201717.023 RSU/6877 Page 1 i4CC0...EMP PRWr1Lot 100 Walton IIA RHG Brm 4 - WAp Calc = M18 Horse faces: W Level 1 10x8 1160 Cfm l BED3 f ER 177 cfmGFI BEDRM 4 - 110 10x8 lox 10 i I - g '. lox 10 174 cfm / 9„ /7. „ I ` 12 x 12 24x IfFB RA8x4 ' AC 34 cfm FAM 101, ' , vP FF — C --- I !, rgX4 EF1" VTRL !. %CsFI ( 10X10 1 W 4 37 qp - fi 238 cfm /g I '% BATH 3 EF1 = 50 CFM Fan , ` iP EF2 = 80 CFM Fan EF3 = 110 CFM Fan 6„ 10x 10 k8 EF1•VTR EFL1 = 50 CFM Fan 10" EFL2 = 80 CFM Fan EFL3 = 110 CFM FanBED2 _ VTR = Vent to Roof10x6 ---------- _-T s - 101 cfm VTW = Vent to Wall DV = Dryer VentKIT/CAFE J I' RV = Range Vent l cfm # = Lineset Chase — — j 16x = Condensate — - — ' 1OX10 2w16 _ = Thermostat 18/8 OT I 1-- - - ---- I' 14" - - i -- - -- I 10x8 I - GFI_ _ -: r.. j GFI - GFI-- - I I SRB = Small Reduction Box LRB = Large Reduction Box I I # 143 c —____ ,_ __ t - FBB Field Built Box j 16x 16 , ; 64cfr l BMEDP , -I`",': '- - - - LAUN - _ "'r I I I I 7" 2DV VTW 1 — I ZI 2'p.F I j i Z2: e4O'A.F.F. 116 cfm , 4 I a DG I _ r i 8x4 .- t M ip 1 111GASw E VTRPQ a' F I t MBTH ME I GFI aGoo 147 Cfm ' k 1MWC 8x4 I III [T I 1 iP i 0 El.. VTR r I l I 1 Job #: Lot 100 Walton II A RHG Brm 4 - W One Stop Cooling and Heating Scales 1: 71 Performed by MC/LM for. Pap 1 Park Square Fbrrnes 7225 Sandscove Court, Suite 1 Rg*9AMu4MSd2117 Winter Park, FL 32792 17023RSU23249 i Phone: ( 407) 629 - 69M Fax (407) 629 - 9307 2MMIla232909 MM.CneSt0PCoohg. com IA A D/247 A) lsldioa,*vc DIA- crkhelh i. p, o -; ,I I -I L# A4 c I' DESCRIPTION AS FURNISHED: Lot 100, WYNDHAM ' PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida.. i PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America UNNAMED PLATTED R/W, PALMER'S SU80MSION i N 00°1657" W 66.87' 2s•6 I i 15' BUFFER EASEMENT 8.43' lift O d' TRACT A ~ ArNHU(sroAMWA>mr>z ob /b1l 77Y ENG". DEPT. 8.44' - Ok to construct single family home with setbacks and impervious area shown on plan. `3 3 X. The 0a. vM . .4 EleV A) 3W VR 1______T__ 54,57' $4.57' LOT 100 I 4.7 i. LANAI n12.7 18.43' d 1d 12. a p LOT 99 PROPOSED RESIDENCE MODEL• WALTON 11-A o0 ' 3 CAR GARAGE RIGHT 3.014.0' Cry C 8.43' j COVD. ENTRY 10.0 8'u Nul Q 25.21ORN£ 27.8 ' 37.16' 18, 8.43' 0-21.06'01 R-125.OD' L-46.03' P.C. D=42°24'11 " R=125.00' L=92.51 ' C=90.41 ' CB=N 42°35'03" W L 0ON LANE1 PRIVATE ROAD) (50' WIDE) SETBACKS AS FURNISHED FRONT 25'(0) REAR a 20' I SIDE a 5' (40' LOT) 7.5' (60' LOT) j 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) is, (Q. Lim 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 SURLY OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 10,682 f SG&RE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/0FF LOT a TOTAL t SQUARE FEET FLATWORK At/C POLJ4PERDRAINAGEPLANSVDRIVE913/ 151 a 1,064 t SQUARE FEET FOUNDATION/PAD 2,422 t SQUARE FEET PROPOSED DRAINAGE FLOW WALKS 30/ 448= 478 t SQUARE FEET REAR PATIO i 85 f SQUARE FEET LOT GRADING TYPE A MOD" 0 S00 7,1331345 - 7.478 f SQUARE FEET POOL DECKNTCNDECK N/A f SQUARE FEETPROPOSEDF.F. PER PLANS a 26.7' Q NOTES FROM SIDEWALK AND SRTEET LOCA71ON TAKEN FROM PLANS PROWDED 8Y cuEmr • NOT na.D VERIFIED CR USEXMETYETR - SCOTT A SSO C. , INC. - LAND SUR vE'YORS Lrse>m LCM POW am We 5400 E. COLONIAL DR. ORLANDO, FL J2807 407—277-3232 FAX 407—658-1436MATPaL 1D. . Im nrjno RC • PWRT Or arvuCava Q CURVAITIRDI7IM7D • POn 01 COOOIMD CUMATVAE 1. THE UNDda 040 DOES HEMW CERTYY TINT ABS SURVE'T N= THE STA AVW Or PRACi1K SET rum BY THE n0=4 BOARD OF nAA ACA • r CllEiE MDNIDIDIT • RADTALC PR07=Oft SWIVrMRS AND UOPM a CHAPTER W-17 PLOWA ADUPAY RMM CODE PLOM WR TO SEMN 4724V.:L=A STAn= W. . X% 7A •rMU 4ssc HA NON•RM1AL 2 UMtST EVBOW 1NM SUM270R5 SICMAT AND ORM)NL AM SEAL SURVEY OR COPIES ARC NOT VAM AEC. . RECDVE7M:T YR • VIIHC7S OD1TRRE OR W U171449i9MEYIDISPRETARIDlAOU7TlLE9fF0RY4T70ffi1lR1BSIrEDlU71R ^,IIRVEIWL THERE WY BE OMER 6W6 PAR • off IF MECOM CALL • CALULATED AC. FAA • PVDVN R RL1ERtm HD PAW OR CASE74M reff AiYECT M PROPERTY. rum W cnvumCMWT r1r. rr. . p/AT7@fACMUSHO A NO ID7D7AGW" AWfi0WYDIIS MOE BEEN MATO W4= OM MM SMOWN. MM.V 1LMtOCXCMA UME A na SURVEY 6 PREPARED FOR M SOLE MOW OF 11106E CDUMM TO AM SNOWD NOT BI RCM UPON BY ANY OWER ENTITY. RIV . RMW_Cr-YAr RM . DENCHK RIt 6 DD09G0•SHOWN FOR W L000 N OF AOR04 VEMt MOW SRO= N07 BE USED 70 RECO/6IRUCT 00MO n LWM EE030 n 04 • I= ffiA M 7. BSOM AIR OwSED ASAWD OQ'..L AND ON THE LWSMDMH AS BASE SP MNO MA) IOPL. : UTLM A a9VATTOMIL F SHDMK ARE MY. B45ED 09'9UOGEDO= VDMUL aMW1 Or 10". UNLESS OIINEMM MMM rt • OWN LM = 9. comnCATr OF AUDIORILU M fAs 4M VUM ODD i C/ D • C&CRrT. E K= A• LE i I ----f I DR4W 8r IY PA: • P DIIT W tw.%T= P. T. • rMNT W TARMLY CERTIAm 047E I ORDER No. it RAAYM PLOT PLAN 08-09-2017 3224-17 n . DMTA H emm REVISED' PLOT PUN (DRIVE ONO? 08 IJO-20T7 NORTH 4. THIS eurL WWROPE" DOES NOT LIE WRHrN THE FSTAOUSHTD 100 YEAR FL000 PUNS AS PER "U. M 1. CRUSE'N EVER, R.LS 14714 ZONE x• MAP / 121170009OF (09-26-07) W. SCOrg R.LS 14801 RECORD COPY Filename: PARK SQUARE 1621 WALTON II 1,811SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1 2 1 Lighting Summary Standard 3,526 3,526 Optional 4,503 3,526 I ------------ Ranges & Ovens i Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Mange/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral i--------- ------------ ----------- SA 9V ti 1 1 5000 0 AiFpRO 3 0 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 7 --------------------------------------------------------------------------- Heating and Cooling: Actual Number = 1 ame M? Ph No Amps Volts VA HP Line Neutral i---- -- -- -- ---- ----- -- -- ----------- l M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 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 PP Summary Standard - 0 0OtherAppliance Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts r 1 22 240Heat/Cool Phase Amps Volts i 1 22 240 Fixed Appl. Phase Amps Volts Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 i I SUMMARY Standard Line Neutral Total Total 41,446 13,756 Maximum Amperage = 173 { Service Voltage = 240 57 g Service Phase = 1 Optional ------------------------- Line Line---Neutral---------------------------- Total Total = 32,153 13,756 Maximum Amperage = 134 57ServiceVoltage = 240 Service Phase = 1 RECORD COPY tttt ttt Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ran RE: PS01821A-3C -Park Square Hms./ Walton-1821-A MITek USAII Inc. Site Information: 6699004uParke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: PSQ1821A-3C Model: WALTONa,1g 36d0lVFAR Lot/Block: 100 Subdivision: WYNDHAM PRESERVE Address: 3866 LOON LANE City: DAVENPORT 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/TPI2007 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 30 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date No. Seal# Truss Name Date 1 T11805557 Al 8/10/17 12 IT11805568 CJ3 8/10/17 2 T11805558 IA2 8/10/17 113 IT11805569 CJS 8/10/17 3 IT11805559 IA3 0 14 IT11805570 D1 4 IT11805560 JA4 8/10/17 15 1 T11805571 D2 8/10/17 5 1 T11805561 JA5 8/10/17 16 IT11805572 E1 8/10/17 6 IT11805562 JA6 8/10/17 117 1 T11805573 1 E2 8/10/17 7 IT11805563 A7 8/10/17 118 1 T11805574 I F1 1 8/10/17 1 8 IT11805564 A8 8/10/17 119 1 T11805575 F2 8/10/17 9 IT11805565 C1 8/10/17 120 1 T11805576 F3 8/10/17 10 IT11805566 C2 8/10/17 21 IT11805577 G1 8/10/17 11 _IT118055671CJ1 8/10/17 122 IT11805578 H1 18/10/17 J This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. MrIek UA Inc. FU cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 10,2017 " Velez, Joaquin 1 of 2 RE: PSQ1821A-3C -Park Square Hms./ Walton-1821-A Site Information: Customer Info: PARK SQUARE HMS. Project Name: PSQ1821A-3C Model: WALTON 1821 - A / 3-CAR Lot/Block: 100 Subdivision: WYNDHAM PRESERVE Address: 3866 LOON LANE City: DAVENPORT State: FLORIDA INo. ISeal# ITruss Name Date 23 IT11805579 I H2 8/10/17 24 IT11805580 J7 8/10/17 25 IT11805581 KJ7 8/10/17 26 IT11805582 V1 8/10/17 27 IT11805583 V2 8/10/17 128 IT11805584 I V3 I8/10/17 I 129 IT11805585 I V4 18/10/17 I 130 IT11805586 I V5 18110/17 I 2 of 2 Job Truss Truss Type Qty Ply Park square Hmsl lNabon•1921•A T11e05557 PS01821A-3C Al HIP 1 1 all Mid•Fbride Lumber, Benow, FL. 7.640 s Apr 19 2016 Mnek Industries, Inc Thu Aug 10 OB 11.02 2017 Peps 1 ID'FrtZuslH5d6ud7TDUdP6Yy3q_d 1NjuWIPvdMXHHUymmZUA7UKfgCuDFkQxXriOZMypK4d tr0.9 39.4 I 7-0-0 I 10-e-0 I 14.1-0 20-0-0 25-e-0 I 29-0 I 33.0-0 F 36r2.12 I 40•0.0 i1.0.0 1.0-0 3.9.4 3-2.12 3.8-0 3.8-0 S•e•0 5-8-0 3-e•0 3-60 32.12 39.4 t-04 Scale= 1*707 5x5 = 3x4 = 8.00 12 3x4 4 520 6 21 15.4 II US = 3x4 = 922 30 = 5x5 = 10 23 11 PIAPop- -aAFIlmqmm. Irlo, I I b d 3 14 14YYllYYYYYl7YYYYVYYYYYYYi [ 3x5 = 19 3x4 = 30 = 15 US = 3x8 = 18 17 16 axe = Sxe = LOADING (psf) SPACING- 21 0 CSI, DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,92 Vert(LL) -004 2-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 077 Vert(rL) -0.19 1315 >908 180 BCLL 00 ' Rep Stress Inv NO WB 0.79 Horz(TL) 0.03 13 Na Na BCDL 10.0 Code FBC2014rrPI2007 (Matrix) Wind(LL) 0.02 19 >999 360 Weight: 207 It) FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 14-0-0 except (n=length) 13=0-7-8, 2=D-7-8. lb) - Max Horz 2=-77(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) except 13-206(LC 8). 18=399(LC 8), 17=236(LC 8), 16=399(LC 8), 2=206(LC 8) Max Grav All reactions 250 Ib or less at joints) except 13=963(LC 14), 18=2020(LC 13), 17=840(LC 17), 16= 2004(LC 14),2=954(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1429/322, 3-4=1268/306, 4-5-1100/289, 5.20=68/635, 20.21=68/635, 6- 21=-68/635, 6-7=76/501, 7-8=76/501, 8-9=76/501, 9.22--68/611, 22-23=68/611, 10- 23=-W/611, 10-11=1117/289,11-12-1287/306,12-13=1447/322 BOT CHORD 2-19=223/1280, 18-19=94/490, 17-18=-606/184, 16-17=626/184, 15.16=105/480, 13- 15=22311239 WEBS 4-19=-265/165, 5-19=131/910, 5-18=15241365, 6.1S-W6/225, 7-17=751/289, 9. 16=686/225, 10-16=1512/365, 10-15=131/897. 11.15-258/165 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=451111; L=24ft; eave=5ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2D6 lb uplift at joint 13, 399 Ib uplift at joint 18, 236 lb uplift at joint 17, 399 lb uplift at joint 16 and 206 lb uplift at joint 2. 7) Girder carries hip end with 7-0.0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at 33- 0-0, and 488 lb down and 169 Ib up at 7-0-0 on top 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). Printed copies of this document are 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. not considered signed and Sealed and LOAD CASE(S) Standard the signature must be verified on any electronic copies Q WARNING . Verily design parameters and READ NOTES ON TOGS AND INCLUDED 4OTEK REFERENCE PAGE 40•7473 ter. 1010"0/5 BEFORE USE. Design valid for use only with Weis® connectors. This design is based only upon parameters shown, end is for an individual building component. not a truss "am Before use, the building designer must verily the applicability of design parameters end property incorporate t us design into the overaN budding design. Bracing mdicIsled is to prevent buckling of individual truss web andlor chord members only. Addeonai 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, erepon and bracing of trusses and truss sysiems, aft ANSVIPI/ Quality Criteria, osB-09 and SCSI Building component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra. VA 22314 Timpa, FL 36610 Job Truss Truss Type Oty Ply Park Square Hms I Waftom 1821-A Tt1805557 IPS01821A-3C Al HIP 1 1Job Reference (ocUonal) MO-Fexga Lumber. Barlow. IL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pU) Vert 1-4=60, 4-11-126(F=-66), 11-14=-60, 2-13=42(F-22) Concentrated Loads (lb) Vert- 4-385(F) 11=385(F) 7 640 a Apr 19 2016 MTek Industnes, Inc. Thu Aug 10 08,11'02 2017 Pape 2 ID: FnzuslHScf6ud9TDUdP6Yy3CL.d-WjuWIPvdMXHHU_pmmZuA7UKfgCuDF kOxXrfOZMypK4d AWARNING - VarW design peramerara and READ NOTES ON T06S AND INCLUDED MrTEN REFERENCE PAGE XXT473 rev. 169=015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual budNn g component, not a wits system Before use, the building designer must venly the'applrcabllity of design parameters and property incorporate Inks design into the overall buiidinp tlesnpn Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Adddroral temporary and permanent bracing is always required for stability and to prevent collapse won possible personal injury and property damage. For general guidance regarding the kv fabrication, storage. delivery. erection and bracing of trusses and truss systems, we ANSVTPIt Oualoy Criteria, DS849 and SCSI Building Component 6904 Parke Eaal BIA Safety Information available from Truss Plate Insidae. 218 N Lee Street, Suite 312. Alexandra. VA 22314 Tamps. FL 36610 Job Truss Truss Type oy Ply Park Square HmsJ Wahon-1e21•A T11e0555e PSD1e21A-3C A2 HIP 1 1 mq+rwge urmwr, omw, r r.wV s iyr ra 4vro inn ex mwsines. me , furg 1 V W., i W "" raps r ID.wYD2rj4dgAgtXR12O0ICg9y3pga _vSuVhvG7gP868OzKGPPrrUtcCu EMSmVPx6pypK4c t M9.4 9.0.0 16 4.9 37-7 31.0-0 35.2.12 0.0.0 1 0-0 4.9.4 4.2.12 7-4.9 7.2-13 7-9 4.2.12 49.4 •0.0 Scab = 1:74.7 Sxe MT/eHS = 6 00 12 4 17 1.Sx4 II 3,4 = 3x6 MT20HS = 19 5 6 7 19 5xe MT18HS = 1.Sx4 1 Sx1 i 3 9 2 10 l 34 M720HS = cm v 16 15 14 13 12 34 MT20HS = I 3x4 = 30 = 3x6 MT20HS = 3xe = 3x4 = LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014lrP12007 CSI. TC 0.89 BC 0.94 WS 0.61 Matrix) DEFL. in (loc) Well Ud Vert(LL) -0.26 13-15 >999 240 Veri(TL) -0.72 13-15 >660 180 Horz(TL) 0.19 10 n/a n1a Wind(LL) 0.22 13-15 >999 360 PLATES MT20 ! MT20HS MT18HS Weight' 202 lb GRIP 244/190 187/143 244/190 FT - 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied., BOT CHORD 2x4 SP No.2D BOT CHORD Structural wood sheathing directly applied or 5-9.3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 REACTIONS. (lb/size) 2=1654/D-7-8, 10=1654/0-7-8 Max Holz 2=96(LC 9) Max Uplift 2=308(LC 10). 10=308(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2922/1219, 3-4=2730/1137, 4-17=3350/1452, 17-18=-3350/1452, 5-18=3349/1452, 5-6-3348/1451. 6-7=3348/1451, 7-19=3348/1450, 19-20=3348/1450, 8-20=-3348/1450,8-9=-2731/1137,9-10=2922/1219 BOT CHORD 2-16=-962/2527, 15-16=812/2409, 14-15=119O/3350, 13-14-1190/3350, 12-13=812/2409, 10-12-962/2527 WEBS 4-16=291366, 8-12=30/366, 5-15=-484/275, 6.13=-447/274, 4.15=-445/1185, 8-13= 443/1183 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=151Y B=4511; L=2411; eave=5R, Cat II; Exit B; Encl., GCpi=0.16; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL= 1.25 plate grip DOL=1.25 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 Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will IN between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 10. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verify olry designparameters and READ NOTES ON T10S AND INCLUDED AOTEx REFERENCE PAGE A114-7173 rev. 10011114015 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 buddmg designer must verily the applicability of design parameters and properly morporste this design into the overall - building design. Bracing indicated is to prevent buckling of individual buss 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 labrrratron, storage, delivery, erection and bracing of trusses and truss systems. no ANSVTPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd Safety Information aveltabb from Truss Plate Instduhl, 218 N Lee Street. Suite 312. Alexantlna. VA 22314. Timpa. FL 36610 Job Truss Truss Type Oy Ply Perk square HrnsJ wagon-1621-A T71605559IPWIS211k-3C A3 HIP 2 1 Mid-Flonds Lumber, Bartow. FL 7 640 s Apr 19 2016 MTek Industries. Inc. Thu Aug 10 08.11.04 2017 Page 1 ID j1RLSCN+swnzWmatnBBefmy3q_c-S5OHISxuu6X1kHz91 weCvO4k0a3jcOE7gBVeFypK4b 1 S91 11.0.0 17-0-0 23.0.0 34- n2 40.0-0 1 1.40 S9.4 sz•+2 6.60 6-0-0 e•0•0 S2.12 S9.4 +-0- 5x5 = 3x4 = 3x4 = Sx5 = Scale - 170 7 3xS = 1s 14 16 19 13 zu 21 12 11 3x5 = 1 Sx4 II 3xS = Sx6 = 3,9 = 1.Sx4 II S&1 s9.4 11.0.0 20.0.0 29.0.0 1 34.2.12II S2.12 9.0.0 1 9.0.0 52.12 59.4 Plate Offsets (X.Y)- f2 D-2-8.Edael.f4.D-2-8.0-2-41.17:0-2-8.0-2-41. 19:0.2-8.Edael. 113:0.3-0.0.3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.23 12-13 999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 0.81 Vert(TL) 0.64 12-13 738 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.95 Horz(TL) 0.19 9 n/a n/a BCDL 10 0 Code FBC2014rrP12007 Matrix) Wtnd(LL) 016 13 999 360 Weight: 208 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing direly applied or 2-10-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-4-14 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 9=1654/0-7-8, 2=1654/0-7-8 Max Horz 2=-115(LC 8) Max Uplift9=308(LC 10). 2=-308(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2984/1216, 3-4=2575/1107. 4-16=2262/1052, 516=2262/1052, 5-6-2788/1241, 6-17-2262/1052, 7-17=-2262/1052, 7-8-2575/1107, 8-9=2984/1216 BOT CHORD 2-15-955/2565, 14-15=955/2565, 14-18-945/2738, 18-19=945/2738, 13.19=945/2738, 13.20=945/2738, 20.21=945/2738, 12-21=945/2738, 11-12-955/2565, 9-11-95512565 WEBS 3-14=373/251, 4-14=270/779, 5-14=-753/281, 6-12-753/281, 7-12=270/779, 8-12-373/251 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASIDE 7-10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; 13=4511, L=2411; eave=Sft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 25 plate grip DOL=1 25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 308 Ili uplift at joint 9 and 308 lb uplift at joint 2. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VWW design persmetars and READ NOTES ON THIS AND INCLUDED IIOTEK REFERENCE PAGE MU-7473 rev IGM3620/5 BEFORE USE. minnif Design valid for use only with MlTsii® connectors. This design is based only upon parameters shown, and is for an individual budding component, not mm a truss system. Before use, the building designer moat vent' 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 Fa fabrication. storage, delivery, erection and bracing of trusses and truss systems, me ANSUTP11 Quality Criteria. OSS49 and SCSI Building Component 6904 Parks East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 r Job Truss Truss Type oy Ply Park Square HmsJ Wahon-1621-A T11605560 PS01e21A-3C M HIP 2 1 all M&Fkinoa Wmaer, San—. FL. I MV i npr le Nle Mii OF iraYAnee. IIK. I1111 Nig 1V ua'11'V LVl / Yage 1 ID.j1RL6CNvswnzWmalnB80my3q_c wHafwRxMS1sLRYLRhRtk7yA20ugSCjNDpu2AhypK< 13.0.0 0-0.0 7-0-0 - 2 40-0-0 At 1b0 69-4 62.12 7.0.0 7.60 62.12 6-9.4 1.4 Scale = 1.70.7 Sx8 150 II Sxe = 4 13 5 14 6 9 11 _ __ 3x4 3x4 = 5x8 = 30 = LOADING (psf) SPACING- 2-0'0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 085 Vert(LL) -0.29 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Ven(TL) -0.66 11-12 >717 180 BCLL 0.0 ' Rep Stress Ina NO WB 0 37 Horz(TL) 0.16 8 n/a n/a BCDL 10 0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.15 11 >999 360 Weight: 199 Ill FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-B oc purtins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied for 6-3-8 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 8=1654/0-7-8, 2=1654/0.7-8 Max Horz 2=134(LC 9) Max Uplif8=308(LC 10). 2=308(LC 10) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2897/1234, 3-4--2628/1156, 4-13=2416/1140, 5-13=2415/1140, 5-14-2415/1140, 6.14=2416/1140, 6-7=2628/1156, 7-8-2897/1234 BOT CHORD 2-12=962/2578, 12-15=677/2137, 15-16=-6i77/2137, 11-16=-677/2137, 11-17=-67712091, 17-18-677/2091, 10.18=-677/2091, B-1D=96212508 WEBS 3.12=326/ 303, 4-12=164/550, 4-11=141/581, 5-11=439/252. 6-11=1411581, 6-10=164/550. 7-10=3261303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B-45111; L-24ft; eave-5ft; Cat. 11; Exp B; Encl., GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL-1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) 'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - I O.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint B and 308 lb uplift at joint 2 O WARNING - Verify design parameters and READ NOTES ON TN/S AND INCLUDED WTEK REFERENCE PAGE MF7473 i,av 1003?015 BEFORE USE. Design valid for use only with N11709 conneclors. This design is based only upon paramaters shown, and is for an Individual building component, not a truss "am Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall buildup design Bracing indicated is to prevent bucking of individual truss web andlor chord members only Additional temporary and permanent brecon is ekvays required tot stability and to prevent Wtapse with possible personal Injury and property damage For general guidance regarding the fabrication. Storage. delivery, erection and bracing of trusses and truss systems, ass ANSVTPI7 Quality criteria, OSS419 and BCSI Building Component Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 690/ Parke Fast Bind Tamps, FL 36610 Job Truss Truss Type Ott' Ply 1 Park Square Hmsl Wskoo-1821-A PS01821M3C AS HIP 2 1 all 711s05581 mid -Fronds Lumber, Barlow, FL 7 640 It Apr 19 2016 MTek Induslnes, Inc. Thu Aug 10 0e.11.05 2017 Page 1 ID BE kJYJYdDvg7w9sKvltBzy3q_b-wHalwWclMS1sLRYLRhRtk7yAJOucSBVNDpu2AhypK4a 1.0•0 7.9.4 I 15.0.0 I 2460 I 25.0-0 I 32-2-12 40.0-0 1.0.0 1 O 0 7-g•4 7.2.12 5-0-0 S-0-0 7.2.12 7-U 4 1-0 Oi Sub - 1.70.7 p Sxe = 1.50 II Sxe axe = ,. - 11 , d .v ,b 3x6 = 30 = 5x8 = 30 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Ina NO Code FBC2014lrP12007 CSI. TC 0.83 BC 0 92 WB 044 Matrix) DEFL. in (hoc) Udefl L/d Vert(LL) -0.30 11-12 >999 240 Vert(TL) -0.64 11-12 >735 160 Horz(TL) 016 8 n/a We Wind(LL) 0.13 B-10 >999 360 PLATES GRIP MT20 244/190 Weight: 204 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purtins 4-6: 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-2-13 oc bracing. BOT CHORD 2x4 SP No 1 WEBS 20 SP No.3 REACTIONS. (lb/sae) 2=1654/0.7-8, 8=1654/0.7-8 Max Horz 2=153(LC 9) Max Up1At2=308(LC 10). 8=-308(LC 10) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2915/1233, 3-4=2702/1221, 4.5-2129/1033, "-2129/1033, 6-7=2702/1221, 7-8=2915/1233 BOT CHORD 2-12-951/2616, 12-13=-602/2032, 13 14= W2/2032, 11-14=602/2032, 11-15=602/1960, 15-16=602/1960, 10.16=-602/1960, 8-10=951/2501 WEBS 3-12=391/354, 4-12-287/710, 4-11-38/447, 5.11=274/124. 6-11=38/447, 6-10=2877710,7-10=-391/354 NOTES- (7) 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.Ops1; h=15ft, B-45ft; L=24ft; eave=5ft; Cat 11; Exp B; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of Bass to bearing plate capable of withstanding 308 Ib uplift at joint 2 and 308 Ile uplift at joint 8. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Volly dWpn panernefers and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MIP747S rev. 10,93/2015 BEFORE USE. Design valq for use only with MTeIoD connectors. This design is bead only upon parameters shown, and I$ for an indmdual buildup component, not a Bass system. Before use, the buildup designer must vent' the applicability of design parameters and property incorporate this design ergo the overall ' bustling design Bearing indicated is to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing is allays 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 Ouallty Criteria. DSB49 and SCSI Building Component 6804 Parke East BlvdSafetyInformationavailablefromTensPlateInsldute. 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Square HmV Waaon•1821•A 7111805552 IPS01821A-3C AB HIP 2 1 all Mid -Florida Lumber, Bartow. FL. 7 640 s Apr 19 2016 MITek Industries, Inc. Thu Aug 10 08 11.05 2017 Page 1 ID.BE kJYJYdDvg7w9sKvftBzy3q_b-0UB17nyB01njzb7X7Py6HKVMopDIBZIXSTdciBypK4Z 8-SS 1 S3 W 2&S13 338f1 I 40.0.0 1 60 &SS 5.0.13 SS73 fr0.0 SS73 SO.13 6•5.5 Scale - 1:71 5 5x8 = 5x5 = x. 30 = — 3x8 = 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 Incr NO Code FBC2014lrP12007 CSI. TC 0.79 BC 0.98 WB 0.76 Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Vdefl Lid 0.20 11-12 >999 240 0.50 14-15 >940 180 0.16 9 n/a n/a 0.13 12-14 >999 360 PLATES GRIP MT20 244/190 Weight: 221 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applieb or 2-6-3 oc purlins. BOT CHORD 2x4 SP No.2D BOT CHORD Structural wood sheathing directly applietl or 6-2-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size) 2=1654/0-7-8, 9=1654/0.7-8 Max Horz 2=172(LC 9) Max Uplift2-308(LC 10). 9=308(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2932/1259, 3-4-2705/1222, 4-5=2068/1015, 5-6=1796/971, 6-7-2069/1015, 7.8=2703/1222, 8-9=293211259 BOT CHORD 2-15=984/2624, 15-16=768/2282, 16-17-768/2282, 14-17=768/2282, 13-14=-511/1865, 12-13-511/1865, 12-18=767/2191, 18-19=767/2191, 11-19-767/2191, 9-11-98412521 WEBS 574=223/655, 6-12=-223/595, 3-15-270/246, 4-15=150/472, 4-14-6081370. 7-12=608/369, 7-11=150/473, 8-11=270/246 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft: L=24ft; eave=5ft; Cat. II; Exit B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live bad nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 9. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verfly design parameters end READ NOTES ON MS AND INCLUDED WTEK REFERENCE PAGE M/F7473 raw. /093R015 BEFORE USE. I Design valid for use only wkh MiTek® 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 applmabildy of design parameters and popery incorporate this design Into the overall building design Bracing intimated is to prevent budding of individual truss web andfor 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 ANSUTPII Quality Criteria, DS828 and BCSI Building Component 6904 Parke East Bled Safety information available from Truss Plate Insidae. 218 N Lee Street, Su le 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Perk Square Haul1Mllcn-1921•A T11905567 P501621A-1C A7 HIP 2 1 Mid-Fbrtle Lumber, Banciv, FL. 7 G40 s Apr 19 2016 MRek Industries. Inc Thu Aug 10 06:11.07 2017 Pagel ID'f0Y6XuKAOX1 hi4k2ucB6kBy3q_a-tgiPL7zmB3vablikZ6TLgYIXWDbrw4Ggh7N9FaypK4Y 1 8.8-5 2-143 1 2t-0-p 27.1.13 33317 0.0.0 1 t-0-0 8$5 tlt•13 8-t•13 2-00 18r11-13 .1.13 Scale = 1:73.1 5x5 = 5x5 = 3x5 = 1J ro 11 14 ro 12 ro re n 34 = 3x4 = 4x6 = 3x4 = 3x4 = 30 = HI tat•t2 aa10, a9.4 i a4 a 1.9 30.2-12 404D0 6 a4 6 9.9.4 ' Plate Offsets (X.Y)- 12 0-".Edoei. 14:G-2-8.0.3-01. I5:0.2-8.0.2-41. 16:0-2-8.0.2.41. 17:0.2-8.0.3-01. 19-0-0-8.Edoe1 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.33 11-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.71 11-12 >669 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.49 Horz(TL) 0.16 9 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix) Wind(LL) 0.14 14 >999 36D Weight: 216 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-2-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14. 7-12 REACTIONS. (Ib/size) 2-1654/0-7-8.9=1654/0-7-8 Max Horz 2=192(1-C 8) Max Uplift2=308(LC 10), 9=308(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2925/1277, 3.4=2662/1220, 4-5=1911/978, 5.6=-1640/941, 6.7-1911/978, 7-8-2662/1220, 8-9=2925/1277 BOT CHORD 2-15=-1000/26D9, 15.16=729/2166, 16-17=729/2166, 14-17=729/2166, 13.14=432/1670, 12-13=-432/1670, 12-18=729/2098, 18.19=729/2098, 11-19=729/2098, 9-11=10DO/2517 WEBS 5-14=278/604, 6-12=278/6D4, 3-15=309/286, 4-15=169/561, 4-14-724/432, 7-12-724/432, 7.11-169/561. 8-11--309/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph, TCDL-4.2psf; BCDL=3.Ops1; hot 511, B=45ft; L=24ff; eave=5ft: 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=1.25 plate grip DOL=1.25 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 r't 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 308 lb uplift at joint 2 and 308 lb uplift at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - VerNy design paremeras and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE Af/F74741 rev. 100932015 BEFORE USE. Design valid for use only with MiTela® connectors This design is based only upon parameters shown, and is for an individual building component, not a trues system Before use, the building deapner must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucMing of individual truss web and/or chord members only. Additional temporary and permanent bracing is atwsys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrralion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke Fast Bald Safety Information available from Truss Plate Insldule, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Ply Park Square HmsJ Waha ,1821-A 10ty Ttt6055W PSO1621A.3C A6 MOD QUEEN 6 1 MOFlaitle Lumber. Bartow. FL 7 640 s Apr 19 2016 Milek Industries. Inc. Thu Aug 10 08.11.05 2017 Pape 1 ID f0Y6XuKAOXI h14k2ucB6kBy3CL8-LsGnYT_OyN1 RCv,Hw6 LaMlahrdvdfXigvn6inDypK4X 13-9-z 26-2-14 I 32•5-12 I 40.0.0 8.2.14 8.2.14 6-2.14 6.2.14 7.6.4 1-0A Scale - 1.69 I Sx5 = 11 34 = u u r. 11 w io iv 3X6 = 3x4 = Sx6 = 30 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0411 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014/TPI2007 CSI. TC 0.88 BC 0.90 WB 048 Matrix) DEFL. in (loc) Vdeg Lid Ver1(LL) -0.31 10-11 >999 240 Vert(TL) -0.69 11-12 >686 180 Horz(TL) 0.16 8 n/a n/a Wind(LL) 0.14 11 >999 360 PLATES GRIP MT201 244/190 Weight. 206 Ile FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.t BOT CHORD Structural wood sheathing directly applied or 6-1-11 oc bracing BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-11, &11. 4-14 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2-165410-7-8.8=1654/0-7-8 Max Horz 2=201(LC 9) Max Uplift 2-308(LC 10), 8-308(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2897/1263, 3-4-2679/1256, 4-5=1844/965, 5-6-1844/965, 6-7=2679/1256, 7-8-2897/1263 BOT CHORD 2-12-976/2617, 12-13= 692/2130, 13.14-692/2130, 11-14=-692/2130, 11-15=-692/2023, 15-16=-692/2023, 10.16=-692/2023, 8-10=976/2484 WEBS 5-11=58811259, 6-11=713/439, 6-10=241/651, 7-10=345/312, 4-11-713/439, 4-12=-241/650, 3-12=345/312 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat It; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 f4 between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 8. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 TOGS AND INCLUDED WTEX REFERENCE PAGE M0.7473 rev. 1010=0/5 BEFORE USE. 1 Design valid for use only with MiTelib connectors This design Is based only upon parameters shown, and Is r an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property IncerpOrsla this design Into the overall building design. 8 cmp indicated is to prevent Ducking of individual truss web andlor chord members only. Additional temporary and permanent bracing is sprays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. stomps, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CMeda, DSO-89 and SCSI Building Component 6904 Parke East Blvd Safety Inforrnabon available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Timps, FL 36610 Job Truss Truss Type city Ply Park Square HmsJ Wahon•1921•A T11805565 PS01821A-3C C1 MONO HIP 1 1 MIO•Flondo Lumber. Bartow. FL 7.640 s Apr 19 2016 MIT It Industries, fric Thu Aug 1000*11,08 2017 Page 1 ID,31EE9vM2hSQGGYTdZkkpMpy3q_X-LsGnYT_OyN1 RCvHw6cLaMlahcd2wftligvn6irt0ypK4X 1 •1.0.0 1 7.0.0 + 14-3-4 1 1.40 7.40 7-3-4 Sx5 = axe = Scale - 127 8 30 = 6xB = 5 4x4 11 5-510 4.9.2 4.2-6 Plate Offsets (X.Y)- 12:0-1-0.Edael. 13'0.2-8.0-2-41. 15'Edae.0.3-81. 16:0.3-0.0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.03 6-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Wind(LL) 0.02 6-7 >999 360 Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10.00 oc bracing. REACTIONS. (lb/size) 5=1432/0-7-8, 2=1003/0.7-8 Max Horz 2=120(LC 8) Max Uplift 5=277(1_C 5). 2=189(LC 8) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1653/251, 3-4=1427/260, 4-5=1348/273 BOT CHORD 2-7-25211391. 6.7=259/1311 WEBS 3-7=0/259, 4-6-305/1763 NOTES- (8) 1) Wind ASCE 7-10; Vu6=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h-15tt; B-45f1; L=24111; eave=5ft; Cat. It: Exp B; Encl , GCpi=0.18; MWFRS (directional); Lumber DOL=1.25 plate grip DOL=1 25 2) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 5 and 189 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1251 lb down and 249 lb up at 10-0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-60, 3-4-60, 2-5-20 Concentrated Loads (Ib) Vert: 6=1251(F) 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 M TEK REFERENCE PAGE 41111•7472 rev. 14003R013 BEFORE USE. Design valid for use only with RUTO p connectors. This design IS based only upon parameters shown, and is for on individual building component, no a truss system. Before use, the building designer must vrmy the applicability of design parameters and property incorporate this design into the overate ' 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 aabd4y, and to prevent collapse with possible personal injury and property damage For general guidance regarding the IN fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality CAterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 216 N Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Square Hmsl Waaom1621-A TIIB05566 PS01621A-3C C2 MONO TRUSS 1 t MWVPDrl= Lumber, narrow, VL. r.eeu s /lpr ra taro mrr ea mbusirros. arc Inca /wit ry W:r W "" -agar ID.UawNnxPx_NorT?BCFtHW Sy3(LU-p3gAmp70199lQ3zxWpvz7w_1MOCw_zBRsGJSypK4W 7$14 + 14.3.4 ' 1b0 7$14 6-8.6 1, 25x4 II 4 30 = ' 5 1x4 II 30 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 060 Vert(LL) 006 2-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Ver1(TL) 0.20 2-6 820 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 Horz(TL) 0.02 5 n/a We BCDL 10 0 Code FBC2014frPI2007 Matrix) Wind(LL) 0,06 2-6 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. ( lb/size) 2=63510-7-8, 5=549/0-7-8 Max Horz 2=217(LC 10) Max Uplift2-89(LC 10), 5=141(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-768/138 BOT CHORD 2-6=388/600, 5-6=388/600 WEBS 3-6=0/320, 3-5-671/433 Scale - 1.42 6 PLATES GRIP MT201 244/190 73 lb FT = 0% Structural wood sheathing directly applied or 5-8-5 oc puffins, except end verticals. Structural wood sheathing directly appliedlor 8-11-13 oc bracing. NOTES- ( 5) 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd-108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=4ft; Cat. II; Exit B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 2 and 141 lb uplift at joint 5. 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies erpy p Parameters end READ NOTES ON TI05 AND INCLUDED aOTEK REFERENCE PAGE Ma-7177 ran. /WWz015 BEFORE USE. 0WARNING - V design I _ _ Design valid for use a* with MiTelll connectors Thin design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verily the applicability, of design parameters and property incorporate this design into the overact building design. Bracing indicated is to prevent buckling of individual buss web andlor chord members only. Additional temporary and permanent bracing is always required for slabedy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and broong of trusses and miss systems, see ANSI1TPI1 Quality Criteria, DSBd9 and BCSI Building Component 69d1 Parke East Blvd. Safety Information available from Truss Plate Insblute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Timpa, FL 36610 Job Truss Truss Type Ply Park Square Hmsl Wafton 1821•A 10ty T71805567 PS01821A•3C CAJACK 8 1 Mid•Flonds Lumber, Banow, FL 7 640 s Apr 19 2016 Mtrek Industries, Inc Thu Aug 10 08:11,09 2017 Pape 1 ID:YBodMFNgSmY7Eh2p7SF2u1 y3q_W-p3gAmpng9lg3r6gX Wpvz72u1 TnO50zeRsGJSypK4W 1-0-0 1-0-0 1 0 t-0-0 Scale - 17 1 2x4 = i 1-0-0 - 11A0 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(TL) -0 00 3 n/a n/a BCDL 10.0 Code FBC2014.rrP12007 Matrix) Wind(LL) 0.00 2 — 360 Weight: 5 Ib FT = 0% 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3--9/Mechanical, 2-137/0-7-8, 4=9/Mechanical Max Horz 2=34(LC 10) Max Uplif13=-9(LC 1), 2-64(LC 10) Max Grav 3=12(LC 10), 2=137(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown NOTES- (6) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph; TCDL=4 2psf: BCDL=3.Opsf, h=15ft, B=45ft. L=24ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.25 plate grip DOL=1.25 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 Ib uplift at joint 3 and 64 lb uplift at joint 2. 6) Truss is designed with, and confines to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify dasrgn parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE 4110.7473rev. 100001111015 BEFORE USE. Design valid for use only with Meek® 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 venly the applicability of design parameters and property incorporate this design Into the overall building design Bracing indicated is to prevent buckling of u chvilual truss web and/or chord members only. Additional temporary and permanent bracing rs always required for siabsity, 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, we ANSVTPH Quality Criteria, DS849 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandra. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Squaw Mms./Walton-1621-A nleossee PSo1621A-3C CJ3 JACK e 1 Job I Mr6Fbrlda Lumber, Bartow, FL 7 040 s Apr 19 2016 MTek industries. Inca Tau Aug 10 00.11 09 2017 Page 1 ID:YBodMFNgSmY7Eh2p7SF2uly3q_Wp3gAmp7gg9lg3rWftvz71F1SmO5Oz8RsGJSypK4W 1.00 3-0-0 Scale = 1.12.3 2x4 = i 3.O-0 3 0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -001 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOrz(TL) -000 3 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.00 2 "" 360 Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. Structural wood sheathing directly applied or 10.40 oc bracing REACTIONS. (lb/ size) 3=59/Mt chanical, 2=203/0-7-8, 4=26/Mechanical Max Holz 2=62(LC 10) Max Uplift3= 25(LC 10), 2=-63(LC 10) Max Grav 3=60(LC 15), 2-203(LC 1), 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3 Opst: h-15ft, 13=451111; L=2411, eave=51111, Cat. 11; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL= 1.25 plate gnp DOL=1.25 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 63 Ib uplift at joint 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily deslgn parameters and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 14IM7016 BEFORE USE. Design valid for use only with MiTeltm cone fors. 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• - budding design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing u always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the tabri atron, storage, delivery, erearon and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS049 and SCSI Building Compo nsm mpTParke EastBled Safety Information available from Truss Plate Inslitule, 218 N. Lee Street. Suite 31Z Alexandria. VA 22314. a Tamps. FL 36810 Job Truss Truss Type Ory Ply Perk Square HmsJ Wahon-1821-A T11805569 PS01821A-3C CJS JACK e 1 etro-nonoo Lumber, uanow, IL. 1.54o s Apr to zum Mrrek lnouatnes, me Thu Aug io oe. t T to 2w it Fagot ID YBodMFNgSmY7Eh2p7SF2uty3s_W44FNYz9?IU_H9SCOJEF12RAf8LRmD7Yg7N5bprvypK4V l 1 0 0 l 5-0-0l 1-0.0 S40 20 = Scale - 1 17 3 10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.43 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Veri(TL) -0.07 2-4 >809 180 BCLL 0.0 ' Rep Stress Inv YES WS 0 00 Horz(TL) -0.00 3 We We BCDL 10.0 Code FBC2014frP12007 Matrix) Wind(LL) 0.00 2 "" 360 Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing REACTIONS. (lb/size) 3=128/Mechanical, 2=275/0.7-8, 4=46/Mechanical Max Horz 2=89(LC 10) Max Uplf1113=56(LC 10), 2=-64(LC 10) Max Grav 3=128(LC 1), 2=275(LC 1), 4=93(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft, L=24ft; eave=5ft; Cat. II. Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate gnp DOL=1 25 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurent 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 36-0 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 56 lb uplift at joint 3 and 64 lb uplift at joint 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MIF7473 rev. 10N312015 BEFORE USE. Design valid for use only web MTek* 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 building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent brocinp rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the mat fabrication, storage, delivery, erection and bracing of trusses and truss systems. we ANSVTPII Quality Criteria, DSBa9 and SCSI Building Component 61104 Parke East SW Safety Information available from Truss Plale lnsterAe. 218 N. Lee Street. Suds 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss TypeOty Ply ParkSquare HmsJ Walton-1621- AT71005PS01e21A-3C IIZD/ 1 1 MbFlends Lumber. Barlow. FL. 7.040 s Apr 19 2016 Mrek Industries. Inc. Thu Aug 10 08:11:11 2017 Pape 1 ID:YBodMFNgSmY7Eh2p7SF2uly3q_WaRuwAUGHFIP03M?VoyYH OCOXg9gs?4GcILMOLypK4U 1.0.0 10-0.0 20." 21.0-0 1.0.0 1t)0.0 10.0.0 Scale - 138 1 4x4 = 314 - 22 21 20 19 18 17 16 15 14 3x4 = 5`= 1x4 1x4 1x4 1x4 II xxxxis II LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in ( loc) Well Ud TC 0.08 Vert(LL) 0.00 13 n/r 180 BC 0.05 Vert(TL) 0.00 13 n/r 80 WB 0 05 Horz(TL) 000 12 n/a We Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-". lb) - Max Horz 2-105(LC 8) Max Uplift All uplift 100 lbor less at foint(s) 2, 19, 20, 21, 22. 17, 16, 15, 14. 12 Max Grav All reactions 250 lb or less at joints) 2, 18, 19. 20, 21, 22, 17, 16, 15, 14, 12 FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT26 244/ 190 101 Ile FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. Structural wood sheathing directly applied or 1040.0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=2ft; Cat. II; Exp B: End , GCpi= O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS1frPI 1. 4) Gable requires continuous bottom chord bearing 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom Chord live load nonconwrrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will f4 between the bottom chord and any other members. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15. 14. 12. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARWNG • V erUy design p parametersand READNOTES ON 7M5 AND INCLUDED a9TEK REFERENCE PAGE Mf47477 rev. 10,67rS015 BEFORE USE. Design valid for use only with Mrela® connectors. This design is based only upon parameters shown, and is for an Individual building compoMnt. not a truss system. Before use. the buildup designer must verity the applicability of design parameters and popery incorporable this design into the overall , balding design Bracing indicated is to prevent buoNmg of individual truss web andlor chord members only. Additional temporary and permanerd 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 Ousliy, Criteria, DS829 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Subs, 312. Alexandria. VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park square HmsJ Waftorole21-A 1 T71805571 PS01821M3C D2 OUEENPOST 7 1 all 1010F101g4 Lumber, Batldv, FL 7.640 a Apr 19 2016 MRek Industries. Inc Thu Aug 10 08, 11.11 2017 Page 1 ID ONM7a . JD3g_rrcr7h9mHREy3q_V-IRxwAUGHFIP03MWoyYH OCJHgylsyiGcILMOLypK4U I 4- 11 4 1 ciao I 14 1.12 I 1t>6 0 .2 I 4-11.4 4-&12 4-8.12 S34 1-0.0 Scale - 1:34.5 4x4 = rut 31r5 = 3x4 54 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 5-7 999 240 TCDL 10.0 Lumber DOL 1.25 SC 0.87 Vert(TL) 0.44 5-7 517 180 BCLL NO ' Rep Stress Ina YES WB 0.21 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Wind(LL) 0.04 1-7 999 360 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/stze) 1=759/0-7-8, 5=843/0-7-8 Max Horz 1=-103(LC 8) Max Uplift1=126(LC 10), 5=174(LC 10) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1202/557, 2-3=933/440, 3-4=933/439, 4-5=1234/567 BOT CHORD 1.7-377/1010, 57=388/1050 WEBS 2-7=298/244, 3.7-180/541. 4-7=336/257 PLATES GRIP MT20 2441190 Weight: 88 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-10-4 oc puriins. BOT CHORD Structural wood sheathing directly applied or 9-4-12 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=15ft; B-45ft; L-24ft: eave=Sft; Cat. II; Exp B; Encl.. GCpi=O 18; MWFRS (directional) and C-C Extenor(2) zone:C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni 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 f4 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 joints) except 01=11t) 1=126, 5=174. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON T10S AND INCLUDED AUTEK REFERENCE PAGE 1140.7073 rev. 1419=0/5 BEFORE USE. Design valid for use only with MlTela® connectors. This design is based only upon parameters shown, and is for an Individual building component, nor a truss system Before use, the budding clanno must verily applicability applbilityof design parameters and property incorporate this design Into the overall budding design BracingmdirJted is to prevent bu /ding 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 properly damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPH Quality Criteria, DSBa9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Ply Park Square Hms! Walton-1e21-A , TtlW5572 PS01921A-3C Et GABLE 1 t Mr6Flerlda Lumber. Bartow, FL 7.640 s Apr 19 2016 MITek Industnes, Inc 7Tu Aug 10 05.11.12 2017 Pagel ID:ONM7abOJD3g rd?h9mHREy3q_V-DeVlOglvObXshWahU3vvAtLZuEUbbRSPgP4wwnypK4T Vi S2-0 IO-4-0 I I1.4-0 t-0-0 121 S2-0 1-0-0 Sine - 1,213 40 = 70.4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 6 n/r 180 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 7 n/r 80 I BCLL 0.0 ' Rep Stress Inv YES WB 0.07 Horz(TL) 0.00 6 n/a We BCDL 10.0 Code FSC2014/TPI2007 Mainz) Weight: 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 TOP CHORD BOT CHORD Structural wood sheathing directly applies or 6-0-0 oc purlins. Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 10-4-0. Ib) - Max Horz 2=59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lbor less at joints) 2, 6, 9, 10, 8 FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- ( 9) 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=3.0psf; h=15ft, B=45ft; L-2411; eave-2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces h MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2, 6, 10, 8. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies x 0 WARNING-V n Verifychatppaameters and READ NOTES ON THIS AND INCLUDED 4pTEK REFERENCE PAGE M0.7Q3 rev. /0117Yt015 BEFORE USE. Design valid for use only with Mreh® 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 properly incorporate this design into the overall budding design. Bracing indicated is to provers burping of individual truss web ancifor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inprry and property damage For general guidance regarding the I , fabrication, storage, delivery, erection and bracing of trusses and truss systems, e ANSVTP" Quality Criteria, OSS49 and BCSI Building Component 61904 Parks East Blvd. Solely Information available from Thus (Nate Institute. 218 N Lee Street. Suite 31Z Alexandria, VA 22314. Tempe. FL 36610 Job Truss Truss Type oty Ply Park Square Hms./ Waaon-1621-A T71605573IPS01621A-3C E2 KINGPOST 5 1 Mid -Fonda comber, Bartow. FL. 7.640 s Apr 19 2016 MRek Industries. Inc. Thu Aug 10 09 11:12 2017 Page 1 ID'ONM7ebOJD3g_rrd7h9mHREy3q_V-DeV lOgt vObXshWahLf3WWblVaESsbRlPgP4wwnypK4T t-0-0 5.2.0 10.0.0 1'0 5-2-0 4.1041 Scale - 1:19 6 4x5 = 1-9 2x4 = 3x4 = 5.2.0 4-10-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 VeA(LL) 0.01 2-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.24 VeM(TL) 0.04 2-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 HOrz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matra) Wind(LL) 001 4-5 999 360 Weight. 37 lb FT a 0% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=459/0-7-8, 4=369/D-7-8 Max Horz 2=57(LC 9) Max Uplif12=111(LC 10), 4=59(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-516/263, 3-4=518/262 BOT CHORD 2-5=149/399, 4-5=149/399 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45h. L=241t; eave=5ft; 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=1.25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=111. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 peranNrera and READ NOTES ON TOGS AND INCLUDED 11BTEK REFERENCE PAGE 111II.7473 raw tda3,7015 BEFORE USE. Design valid for use only with MfTekm 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 verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual tons web and/or chord members only. Additional temporary and permanent brwJng is always regutrad for stability and to Prevent cotlepse with possible personal injury and property damage. For general guidance regarding the is labncalion, storage, delivery. erection and bracing of trusses and truss systems, as ANSVTPl1 Quality Crherls, DS049 and BCSI Building component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N Lee Street Suite 312. Alexandra, VA 22314. Tamps, FL 36610 Job Truss Truss Type oly Ply Park Square HmV Wahon-1e21-A I T11e05574 IPS01e21A-3C F1 GABLE 1 1 all Mid-Flonde Lumber, Barrow, FL 7 640 t Apr 19 2016 MITek Industries. Inc I Thu Aug 10 03, 11:13 2017 Page 1 ID 9HGSkoBGYxpc6pmPPKJX2y3pgR-hg3gbA2XnvglJg9uvNal3pHWGegKKILZ33gTSEypK4S tAh aY.l7 C1QA tate.4 1414 17.bb rt-O.0 iaau + 5-0.4 I 5-0.4 Naau 4x5 = Scale = 132.9 4x5 c it 1x4 II 1x4 11 1x4 II 9 4x5 ctx4II aa/2 n e o s/oo ata4 tl oao a1.12 s.a4 sa4 0 - 2 i ae.o Plate Offsets (X.Y)- 12:0.2-8.0-1-121, f6:a2-8.0 1-121. I8:Edae.0-2-0) LOADING (psf) SPACING- 2-" cSl. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.12 10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.74 Vert(TL) 0.25 10 >476 180 BCLL 0.0 ' Rep Stress Ina NO WS 0.14 Horz(TL) 0.00 9 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) W rid(LL) 0.05 10 >999 360 Weight: 79 lb FT = 0% LUMBER- BRACING - i 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 104)-0 oc bracing OTHERS 20 SP No.3 REACTIONS. (lb/sae) 9=524/0-3-8, 11=524/0-3-8 Max Horz 11=134(LC 8) Max Uplift9=177(LC 10), 11=191(LC 10) Max Grav 9=571(LC 17), 11=571(LC 18) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 3-4-335/263, 4.5=335/263 WEBS 5-9=356/359, 3-11=356/359 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd-108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15it; B=45ft; L=24ft; eave-411, Cat. II, Exp B. Part Encl., GCpi=0.55, MWFRS (directional) and C-C Exterior(2) zone, cantilever left and right exposed, end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consun qualified building designer as per ANSI/rPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcur ent with any other live loads 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (P=lb) 9=177. 11=191. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electro , is copies 0 WARNING - Varfly, design paramervs and READ NOTES ON THIS AND INCLUDED 119TEX REFERENCE PAGE 040-7Q3 rev. 10103/2015 BEFORE USE. t Design valid for use only with Mrela® connectors This design Is based only upon parameters shown, and is for an indrvMual buildup component, not a truss system Before use, the building designer must verly 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 andcpermanentcin /orordmembersonly. Additional temporary and permanent brag is always required for slabddy and to prevent Collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, deirvery, erection and bracing ol trusses and truss systems, we ANS1fTPI1 Quality Criteria. DSB49 and BCSI Bundling Component 69W Parks Eaet Bid. Safety Information available from Truss Peals Insldule. 210 N Lee Street. Suds 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Square Hins/Wahon•1821-AT1t80567610", M1821X3C F2 HIP 1 MM-Flonds Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek In ties. Inc. Thu Aug 10 08.11.14 2017 Page 1 ID 9HGSkoBGYxpo6pmPPKJX2y3pgR-90d3pVV29YDoawgk4T45_cDghO2OZ3KYiljzl?gypK4R I •,nit ,a1a1z+ s,bo + lalo.x alzi9a.n i 1W Ilaoaalzs.a4 sae tar 4x5 = Scale = 1:32.9 4x5 = tt 1x4 II 1.4 II 4x5 = 04-12 11.8•0 s,oa tat04 1, o oa0 a,.,z sa-4 iM-0 Plate Offsets (X.Y)- 12:0-2-8.0-1-121. 16:0-2-8.rl1 l21.18 Edoe.D-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.96 Vert(LL) -0.12 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.25 10 >476 180 BCLL 0.0 ' Rep Stress Ina NO WS 0.14 Horz(TL) 0.00 9 n/a n/a BCDL too Code FBC2014/TPI2007 Matrix) Wind(LL) 0.05 10 >999 360 Weight 60 Ili FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2 end verlicals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. REACTIONS. (lb/sae) 9=524/0-3-8.11=524/0-3-8 Max Horz 11=134(LC 8) Max Uplift9=177(LC 10). 11=191(LC 10) Max Grav 9=57 1 (LC 17). 11=571(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 34=335/263, 4-5=335/263 WEBS 5-9=3561359, 3-11=356/359 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10: Vuh-140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL=3.Opsf: h=15ft; B=45ft: L=24ft; eave=5ft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL=1 25 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 9=177, 11=191. 6) Truss is designed with, and confines to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/NO • Ver1ly desfrin with parameters end READ NOTES is bond AND INCLUDED M/TEN REFERENCE PAGE Ma7Q7 m. budding component. BEFORE USE. Design valid for use only with MTekm connectors. The design rs Dstetl only upon parameters shown, and is for an individual Duedmp txlmpOnent, not a truss system. Before use, the building designer must verdy 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 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 ANSV7PI1 Quality Crherls, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street Sues 312, Alexandria, VA 22314 Temps, FL 36610 Job Truss Truss Type P y Park Square Hmsl wakon-1821-A' 10ty I T11805578 P501821A-3C F3 HIP 1 1Job Reference (optional) Mid-Flptla Lumber. Bartow, FL 7 640 s Apr 19 2016 MTek Industries. Inc! Thu Aug 10 08.11.14 2017 Pape 1 ID 9HGSkoBGYxpo6pmPPKJX2y3pgR-Wd3pW29YDoewgk4T45_cOgh?23j3Kc11jZ17gypK4R rio0 0912 5•064 0100 1-0-0 4x8 = 40 II 30 = 30 = oat0. 9-11l2 10 11 5.10.0 i Qba 1"I 664 I .1060 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.02 8-9 999 240 TCDL 10.0 Lumber DOL 1 25 BC 0.54 Vert(TL) 0.06 8-9 999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.13 HOrz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix) Wind(LL) 0.04 8-9 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/sae) 7-282/0.3-8, 9=369/0.3-8 Max Horz 9=168(LC 10) Max Uplift7-157(LC 10). 9=-89(LC 10) Max Grev 7=350(LC 15). 9=370(LC 19) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-9=273/347 Scale = 1:33.6 PLATES GRIP MT20 244/190 44 lb FT = 0% Structural wood sheathing directly applied or 6-" oc puffins, except end verticals. Structural wood sheathing directly applied or 10.0.0 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24111; eave=5ft; Cat. II; Exp B; Part. Encl , GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 7-8-0 zone; cantilever left exposed: end vertical left exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.25 plate grip DOL=1.25 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-D-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except ()t=lb) 7.157 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VWW design paromarara and READ NOTES ON TMS AND INCLUDED r19TEK REFERENCE PAGE AW-7473 ray. 1N0312015 BEFORE USE. I Design valid for use only with MTOM connectors This design is based only upon parameters shown. and is for an Individual building component. not a truss system. Before use, the bulding designer must verily the applicability of design parameters and property Incorporate this design Into the overall • • - building design. Bracing indicated is to prevent buckling of individualtruss web andfbr Nord members only Additional lemporary and permanent bracing Is skirays 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 BCS1 Building Component 6904 Parke East Blvd Safety Information available horn Truss Pinto Instmde. 218 N Lee Street. Suite 312. Alexandria. VA 22314, Tamps, FL 36610 Job Truss Truss Type Park Square HmsJ Wild on-1821-A 10ty JPIY nteossn P801021A-3C G7 FLAT 1 1Job Reference (optional) uiro-rronoa Lumber, Borrow, FL. 7 610 s Apr 19 2016 MITek Industnes. Inc Thu Aug 10 011 11.15 2017 Page 1 ID.UawNnxPx NorT7BCFtHW Sy3q_U-eDBROs3nlVMRY JG1ocDSEN7LSLMolbsXNJaX6ypK40 2.610 I 4.11.4 2.610 2.510 t 15.4 11 30 = 1.5a4 11 Scale - 1:9.7 4x4 = 4x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.08 4-5 670 180 BCLL 00 ' Rep Stress Inv NO V 0.28 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 002 4-5 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 'Except' BOT CHORD 2-5,2-4: 2x4 SP No.3 REACTIONS. (lb/size) 5=1251/0.7-8, 4=1251/Mechanical Max Uplift5=247(LC 4). 4-247(LC 4) Max Grav 5=1258(LC 13). 4=1258(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=334170, 3.4=334/70 BOT CHORD 4-5=254/1204 WEBS 2-5=1302/275.24=1302/275 PLATES GRIP MT20 244/190 Weight: 271b FT = 0% Structural wood sheathing directly applied or 4-11-4 oc purtins, except end verticals. Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft, 8=45ft; L=24ft; eave=5ft; Cat II; Exp B: Encl.. GCpi=0.18, MWFRS (directional), Lumber DOL-1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fd between the bottom chord and any other members. 5) Refer to girder(s) for truss to Boss connections. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 5=247, 4=247. 7) Girder carries tie-in span(s), 10.4-0 from 0-0-0 to 4-11-4; 11-8-0 from 0-0-0 to 4-11-4 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). 9) Truss is designed with, and confines to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=357(F=-297), 4-5-181(F=161) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VwHy d*Wgn parameters and READ NOTES ON TIdS AND INCLUDED MITEK REFERENCE PAGE 1141147473 rev. IGM3/2015 BEFORE USE. Design valid for use only with Mnekm connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing ndxAted is to prevent building of individual truss web andlor chord members only Additional lemporary and permanent bracing is sways required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the is latwtcatron, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlI Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandre, VA 22314. Tamps. FL 36610 Job Truss Truss Type Ply Park Square Hma! Waaoo-1821-A 10ty rlltwss7e PSO1621A.3C H1 HIP 1 1 Mid-Flonds Lumber. Barlow. FL. 7 610 a Apr 19 2016 Mnek Industries, Inc. Thu Aug 10 Oe 11 15 2017 Page 1 ID'ymTl7HPZIhwh59mOoaplWly3q_T-eDBROs3nIWwRY JG1ocp8EN1WSMBonMsXNJaX6ypK40 1-0-0 4-!}4 9A0 i 11-0 F 15.6.12 i 20.4-0 i 21-4 O i 1.60 4.1 4.2.12 2.4-0 4.2-12 4.8i4 1.40 Scale - 1:37 3 40 = 4x4 = 3x4 = 5x5 = 3.4 = 3x4 = 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/TP12007 CSI. TC 0.28 BC 0.65 WB 0.16 Matrix-M) DEFL. VeM(LL) Vert(TL) Holz(TL) Wind(LL) in (loc) Udell Ud 0.11 9-16 >999 240 0.31 9-16 >790 180 0.04 7 n/a n/a 003 10 >999 360 PLATES GRIP MT26 244/190 Weight: 94 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 5 oc puAins. BOT CHORD 20 SP No.2 BOT CHORD Structural wood sheathing directly applied or 8-9-2 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2-873/0.7-8, 7=874/0.7-8 Max Horz 2=96(1-C 8) Max Upllft2=170(LC 10), 7=-170(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1317/624, 3-4=1038/494, 4-5=873/487, 5-6=1030/491. 6-7=1315/625 BOT CHORD 2-10=-448/1132, 9-10=224/873, 7-9=-449/1131 WEBS 4-10=89/260, 5.9=-86/266, 3-10=321/254, 6.9=326/256 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wtnd. ASCE 7-10; VuR=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45R; L=24111; eave=4R; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.25 plate grip DOL=1.25 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 f4 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 (It=1b) 2=170, 7=170, 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not conside led signed and sealed and the signature must be verified on any electronic copies O WARNING • VwVy design parameters and READ NOTES ON TINS AND INCLUDED a9TEK REFERENCE PAGE M/F7473 rev. I&V34015 BEFORE USE. I Design valid for use only with MrTelt® connectors This design is based only upon parameters shown. and is for an individual buftng component, not a truss system. Before use, the building designer must verify the appbcablbly of design parameters and property irworporate this design Into the overall budding design. Bracing rridrealed is to prevent buckling of indwidual truss web andlor cord members only. Additional temporary and pemanent bracing is shays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, eredion and bracing of trusses and truss systems, ass ANSVTP11 quality Crftorla, DS849 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate InsMute. 218 N. Lee SVW, Suite 312, Alexandra. VA 22314. 7empa. FL 36610 Job Truss Truss Type Oly Ply Park Square HmsJ watlon1s21•A T11605579 PSO1621A-3C N2 NIP 1 1Job Reference topflonall i.Wu s Apr le LVIe Miiex mduslnes, mc. nnY AYg 1eee:11-15 Zp17 Pape 1 I D: ymTl7HPZJhwh59mOoapl W y3q_T-6PIpEC4P3g21A7uSaV8ShRvBbrdGX D5?I1273YypN4P I -1-0-0 I 3a4 7 0 0 I 10.20 i 13.4-0 I 1V I 20.4.0 121.4-0 t1.0.0 39.4 32.12 3.2.0 3.2.0 32.12 3li-4 1.0.0 4x4 = 3x4 = 4x4 = Scale - 1:37.3 3x5 = 3x9 = 5x8 = 3x5 = 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 Incr NO Code FBC2014rrP12007 CSI. TC 0.38 BC 098 WB 0.20 Matrix-M) DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Well Ud 0.11 10-11 >999 240 030 10-11 >800 180 010 8 n/a n/a 0. 09 10.11 >999 360 PLATES GRIP MT20 244/190 Weight: 100111 FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-7-10 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2-1689/0-7-8, 8=1688/D-7-8 Max Horz 2-77(LC 7) Max Uplift2=364(LC 8). 8-364(LC 8) Max Grev 2-1735(LC 13), 8=1735(LC 14) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3062/710, 3.4=2913/691, 4-5=2614/641, 5-6=2601/640, 6-7=2921/691, 7- 8=306W709 BOT CHORD 2-11=572/2736, 10-11=587/2786, 8-10=571/2683 WEBS 4-11=19/514, 6-10=19/517, 5.11=323/118, 5-10=339/117 NOTES- ( 10) 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.Ops1; h-15111; 8=45ft; L=24111, eave=411; Cat. II; Exp B; End., GCpi=0.18, MWFRS (directional); Lumber DOL-1.25 plate grip DOL-1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-060 wide will fin 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=364, 8= 364 7) Girder carries hip end with 7-0-0 end setback 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 Ili up at 134- 0, and 488 Ili down and 169111 up at 7-0-0 on top 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). 10) Truss is designed with, and confines to the 2007 Flonda Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Printed copies of this document are Vert, 1-4-60, 4-6=-126(F=-66), 6-9=60,12-15=42(F=22) not considered signed and sealed and Concentrated Loads (Ili) the signature must be verified on Vert: 4=-385(F) 6=385(F) any electronic copies 0 WARNING - Verily design parameters and READ NOTES ON MS AND INCLUDED IWTEK REFERENCE PAGE WO.747$ rev. 1CM3,7015 BEFORE USE. Design valid for use only with MiTokV Connectors This design is based only upon parameters shown, and u for an individual building componer", not a trust system Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overact - building design Bracing indicated is to prevent buckling of individual bass web andlor chord members only Additional temporary and permanent bracing is always required for stabdsy and to prover" collapse with possible personal miury and propene damage. For general guidenca regarding the is fabrication, storage. delivery, erection and braang of trusses and truss systems, ass ANSVTPIt Quality Criteria. DS049 and BCSI Building Component 6904 Parke East BNd SafetyInformationavailablefromThusPaleInslaae, 210 N Lee StreeL Suse 31Z Alexandra, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Square Hms./ WaltorF1821-A nleosseo PSOte21A-3C J7 JACK 19 1 Mod-Flonds Lumber. Barlow, FL. 2,4 = 7.640 s Apr 19 2016 Mlrek Industries, Inc. Thu Aug 10 08:11:16 2017 Page 1 ID:ymTl7HPZlhwh59mOoapWWy31LT-6PIpEC4P3cl21A7usaVSShRv1 Zrk9XG9?11273YypK4P 7-0-0 7A0 Scale = 1.22.2 0.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (IoC) Udefl Ltd PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.12 2-4 >688 240 MT26 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.29 2-4 >275 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) Wtnd(LL) 0.00 2 "" 360 Weight: 24 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applietl or 1D-0-0 oc bracing. REACTIONS. (lb/size) 3=191/Mechanical, 2=352/0.7-8, 4=66/Mechanical Max Horz 2=117(LC 10) Max uplift3=-85(LC 10). 2=-68(LC 10) Max Grav 3=191(LC 1), 2=352(LC 1), 4=133(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opst; h=15ft, B=45ft; L-24ft, eave=511; Cat II; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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) Truss is designed with, and confirms to the 2007 Flonda Building Code w/2DD9 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - V I Verify design parameters and READ NOTES ON TF65 AND INCLUDED MITEK REFERENCE PACE Mll-7Q7 rev. fON3?OfS BEFORE USE. Design valid for use only with MReke connectors This design Is based only upon parameters shown, and Is for an uldwldual building component, not a truss "am Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing Indicated is to prevem buckling of individual trans web and/or Nord members orgy 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 labrrt:alion, storage, delivery, erection and bracing of lasses and truss "ems, see ANSVTPIl Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East BNd Safely Information available from Trans Plate InsIdute, 218 N Lee Street. Sube 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type 0' Ply PaSquare Hms./ Wallon-1621-A T11805581rk P501621M3C K.17 MONO TRUSS 4 1 Md- Flonds Lumber. Bartow, FL 7.640 s Apr 19 2016 Mrrek Industries. Inc. Thu Aug 10 06 11,17 2017 Page 1 ID: ymTl?HPZlhwh59mOoap"3cLT-abl BRY52g8A9oHTIBDIhDfS l7F5LGe29_hohb7ypK40 1- 10.10 S." 9.10.13 1. 10.10 5-4-0 4.613 3 3x4 = Scale - 1.22 4 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 125 Rep Stress Inv NO Code FBC2014rrPI2007 5- 4-0 CSI. TC 0.60 BC 048 WB 0.34 Matrix) 4813 DEFL. in (hoc) Well Ud Vert( LL) -0.02 6-7 >999 240 Vert( TL) -010 6-7 >999 180 Horz(TL) 0.01 5 n/a n/a Wind(LL) 0.02 6-7 >999 360 PLATES GRIP MT20 244/ 190 Weight: 43 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or ID-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=463/0-7-8, 5=378/Mechanical, 4=246/Mechanical Max Horz 2-150(LC 8) Max Uplif2= 100(LC 8), 5=37(1_C 8), 4-103(LC 8) Max Grav 2=463(LC 1), 5=378(LC 1). 4=248(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-762/31 BOT CHORD 2-7=138/693, f1-7-138/693 WEBS 3- 7=0/269, 3-6-759/151 NOTES- (7) 1) Wind, ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h-15ft; B-45ft; L=24ft, eave=SR; Cat II; Exit B: Encl., GCpi=0.18; MWFRS (directional): Lumber DOL=1.25 plate grip DOL=1.25 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads 3)' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=100 4=103. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE( S) Standard 1) Dead i Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pit) Vert, 1- 8=60 Trapezoidal Loads ( pit) Vert: 2=- 2(F=9, 13=9)-to-5=49(F=15, B-15), 8=0(F-30, B=30)-to-4=148(F=-44, B=44) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verity design paremerera and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M147477 rev. 1fao712015 BEFORE USE. Design valid for use only with MlTek* connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use. the buildup designer must veflty the appincubnbty, of design paremeters"and property incorporate this design into the overall I :I ing design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MR fabrication, storage. delivery, eregron and bracing of trusses and tone systems. we ANSVTPII Ouallty Criteria, DSO-89 and SCSI Building Component 6904 Parke East BWd. Safety Information available from Truss Plate Inslitule, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Square Harsh Watic.1621•A T11eo5stu Psoia21A-3C V1 GABLE 1 1 M16Fbnds Lumber, Bartow, FL. 7.040 s Apr 19 2010 kOTek Industries, Inc. Thu Aug 10 06 11:18 2017 Pape 1 ID'39EE9vM2hSOGcYTdZkkpMpy31LX-2osZeuSgbRIOPR 1 rlwAwms9ZOfM7eCIDLXEBRypK4N 9.2.0 18-4-0 9.2-0 9.2-0 Scale = 132.6 4x4 T 6 00 12 1x4 II 2 10 II 4 i 1 I I 5 z 3 3.4 r- 8 7 6 3x4 1a4 II 5x5 = 1e-4-0 1x4 II II 16-0 I Plate Offsets (X.Y)- 17:0.2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a Tile 999 MT20i 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 I BCLL 0.0 ' Rep Stress Inv YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) Welglit: 68 Ile FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No 2 OTHERS 2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing REACTIONS. All bearings 18.4-0. I lb) - Max Horz 1=-82(LC 8) I Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=102(LC 10), 6=102(LC 10) I Max Grav All reactions 250 lbor less at joint(s) 1, 5 except 7-251(LC 1). 8=410(LC 19), 6=410(LC 20) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=294/246.4-6-294/246 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) VVlnd: ASCE 7-10; Vuft=14Dmph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3 Opsf; h=15ft; B=4511; L-24111; eave=2ft; Cat. II; Exp B; Encl., GCpt=0.18; MVVFRS (directional) and C-C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL-1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlrrPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcuffeni with any other live loads. 7) ' This truss has been designed for a live bad of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will 1- 4 between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 5 except (jt=1b) 8= 102, 6=102. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies I O WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED AUTEK REFERENCE PAGE 01111.7473 rev. faa1WO15 BEFORE USE. Design valid for use only with MOM connectors This design is based only upon parameters shown, and is for an 4Mrvidual building component. not truss system Before use, the building designer must vent' the applicability of design parameters'and property incorporate this design into the overall - - - - Durldrng design Bracing mdKaled is to prevent Ducking of individual lass web and/or chord members ". Additional temporary and pentumem bracing Is always requved for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IaDrKJlrbn, storage. delrvsry, erection and bracing M Inruea and truss systems, site ANSVTPN Quality CrftMa, DS849 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Square Hmal Wanon-1821-A Tlte05583 PSOt821A-3C V2 GABLE 1 1 Mid-Flonda Lumber, Bartow, FL 7 640 a Apr 19 2016 MITek Industries, Inc Thu Aug 10 08 11:18 2017 Pagel ID,3'>EEgvM2hSOGcYTdZkkpMpy3cLX.2osZeu5gbRIOPR 1 riwAwrns9aEMG78TIDLXEBRypK4N 7.2-0 + 14.4-0 7.2-0 7.2-0 Scale- 1.254 40 i 3x4 8 7 6 10 II 10 II 1x4 II 3x4 11.4.0I 14-4-o I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 018 Vert(LL) n/a rVa 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a Ma 999 BCLL 0.0 ' Rep Stress Ina YES WS 0 08 Horz(TL) 0.00 5 n/a n/a BCDL 100 Code FBC2014rrP12007 Matnx) Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-4-0. lb) - Max Horz I= 63(1-C 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7, 8, 6 Max Grav All reactions 250 Ile or less at joint(s) 1, 5 except 7=306(LC 1), 8=303(LC 19), 6=303(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4 2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.25 plate gnp DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 8, 6. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 TNIS AND INCLUDED MITEN REFERENCE PAGE Ma-7473 ray. 1000=016 BEFORE USE. Design valid for use only with Mrek® 00nnectors. This design Is based only upon parameters shown, and is for an individual building wmponrnt, n01 a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall bir g design Bracing indicated is to prevent bucking of individual truss web ardlior 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 ON fabrication, storage, delivery. erection and bracing of trusses and truss systems, we ANSVrP11 Ouallty 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 Tamps, FL 35610 Job Truss Truss Type Oty Ply Park Square Nrnsl Walton-1021-A T118055N PS01821A-3C V3 GABLE 1 1 Mid-Flande Lumber. Bartow, FL 7.640 s Apr 19 2016 Mrrok Industries, Inc. Thu Aug 10 00.11.19 2017 Page 1 ID:3?EE9vfrr12hSOGcYTd2kkpMpy3q_X-W OysD61MIOlIbc1Geh9J4Xjd3slkbjRR)HogtypK4M 5.2.0 104-0 5.2-0 5.2-0 Scale = 1.18 8 4x5 = i 4 2.4 5 1x4 II 2x4 1 10.4.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT26 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,19 Vert(TL) n/a - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 34 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applietl or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1-156/10-4-0, 3=156/10-4-0, 4=421/10-4-0 Max Horz 1=44(LC 8) Max Uplift1=-31(LC 10), 3=31(LC 10).4=-61(LC 10) Max Grav 1=161(LC 19), 3=161(LC 20), 4-421(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ile) or less except when shown. WEBS 2.4=281/202 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exierior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 25 plate grip DOL-1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 3-0-0 oc 6) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - V arfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7Q3 nv. tp 03/20f6 BEFORE USE. t Design valid for use only whh MITek® connectors This design Is based only upon parameters shown, and is for an ndMdual building component, not a truss system Before use, the building designer must verify the applicability or design parameters and property incorporate this design onto the overall building destgn Bracing indicated is to prevent buckling of individual thus web andfor chord members only. Additronat temporary and permanent bracing isalways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the a storage, delivery, station end bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria. DS8419 and SCSI Building Component 6904 Parke East Bald Safety Information available from Thus Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps. FL 36510 Job Truss Truss Type Oy Ply Park Square Hms / Wagom1821-A T11805585 PS01821A-3C VI GABLE 1 1 Mid-Florda Lumber, Barlow. FL 7 640 s Apr 19 2016 Mrrek In ties. Inc Thu Aug 10 08.11.19 2017 Page 1 ID.3?EE9vM2hSOGcYTtlZkkpMpy3cLX-W OysD61M1Ot1bc1Geh9J4XIe3IFkcDRR?HogtypK4M 3-2-0 6." r 3.2-0 3.2-0 1 Stab = 1:12 8 axe = 2.4 G 2x4 i LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Inor YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014f rP12007 Matrix) Weight: 19 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1-105/6.4-0, 3=105/6-4-0, 4-203/6-4-0 Max Horz 1=25(LC 9) Max Uplift 1=25(LC 10). 3=25(LC 10). 4=-19(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf, h=15ft, 8=4511, L=24ft; eave=21t, Cat. II; Exp B: End., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate gnp DOL=1 25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consu8 qualified building designer as per ANSlrrPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3, 4. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varlry dasign parameters and READ NOTES ON DOS AND INCLUDED MITEK REFERENCE PAOE 11010447S rev. 10V3W*15 BEFORE USE. Design valid for use only with MITek.® connectors This design is based only upon parameters shown, and is for an mtlwdual building Component, not a truss system Before use, the budding designer must verity the sppt"btoty of design parameters erlyandpropincorporate this design into the overact building design Bracing indicated rs to pievem buckling of individual truss web andlbr chord members orgy. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and prop" damage. For general guidance regarding the fabrication, storage, delivery. erection and braWig of trusses and truss symems, see ANSVTPII Quality criteria, DSB49 and SCSI Building Component 6904 Parks Fast ShO Safety Information available Rom Thus Plate Insmule. 218 N. Lee Street Suite 312, AlesA dne. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Square Nms.fWabon-1e21.A T11e055E6 PS01e21A• 3C v5 COMMON TRUSS 1 1 all mro- nonos wmoer, wnow, r .wvs.p .e cv.v m,.ew n,vosmw...+. ,nv nuy ,v vv ,..cv w.. ..ye. ID 37EE9vM2hSOGcYTtlZkkpMpy3 X _A K3Z7w73Yk1IBEpLCOrH4xvTEl1T39bgfOLCKypK4L 1. 2.0 i 2.4.0 I 1. 2.0 1.2.0 2 i 3x4 N Scale - 15 8 Plate Offsets (X.Y)— f2:0.1-14.Edoel LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.00 Vert(rL) n/a n/a 999 BCLL 00 ' Rep Stress Ina YES WS 0.00 Horz(TL) 0.00 3 n/a nfa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight 4 lb FT - 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1-52/2-4-0, 3=52/2.4-0 Max Horz I= S(LC 8) Max Uplift 1=17(LC 10). 3=17(LC 10) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 6) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-2411; eave=411; 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=1.25 plate grip DOL=1.25 3) Gable requires continuous bottom chord bearing. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f6 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 joints) 1, 3. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies I AWARNING - Verify design paramolm and READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE 41I1.7473 rev. 1000=015 BEFORE USE. Design valid for use only with WOW conneclors. This design is based only upon parameters shown. and is for an individual budding component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall ' building design Bracing indicated is to prevent buckling of individual truss web and/or ctiord members orgy. 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 ANSWI PII Quality Criteria, DSB49 and SCSI Building component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 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-ti1s' For 4 x 2 orientation, locate plates 0- ",d' 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/TP11: 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. 6-4-8 J dimensions shown in fl-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS c1.2 c2-a p WEBS y. 4 u ea U O a O BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED 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. 0 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet- Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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 thus fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that speed. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 f. spacing. or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 4o-ao ON i bliq 14-" 91" 12-" 91" 12-8-0 91E 1a0.0 v 49-4, NO TRAY CLG. A7 , As 5--------------- I I I I III 11 11 11 Mill MEWRIM.. 1 11 1N OWNER LIN 11.8-0 GARAGE 10.4-0 PM NO 4.4-0 PM 10 5-4-0 da 20.0-0 ke 10-" RECORD COPY 0, 1 7 - 25 14 PARK SQUARE HMS / 1821 WALTON II - A Floor Loading Roof Loading Account: 3 - HUS26 HGR TC Live: 40.00 psf TC Live: 20.00 psf Job: PS01821A-3C TC Dead: 10.00 psf TC Dead: 10.00 psf Designer: oe BC Live: 0.00 psf BC Live: 0.00 psf Checker: BC Dead: 5.00 psf BC Dead: 10.00 psf Date: 08-09-17 MiMiorida TC Stress Inc: 0.00 TC Stress Inc: 25.00 BC Stress Inc: 0.00 BC Stress Inc: 25.00 Spacing: 1- 0- 0 o.c. Spacing: 2- 0- 0 o.c. RECORD COPY I D City of Sanford Building and Fire Prevention Product Approval Permit # 11 • a 1 y # 1 7" 2 5 1 4 Specification m JlLoti C Sq,FORO o, Project Location Address 38(n(D LCON Lo.Ne As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildincl.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door w/Sidelites FL8871.7 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94lr40-W4 / 3rd Car Garage FL 1R779 17 (Double Door) Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments 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 Roofinq 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 S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 1 Pro-fessionalftgUlatjon r BCIS Home I Lop In I user Registration : Hot Topics Submit Surcharge Stats B Facts Pubi.cations I FBC Staff SCIS Site Map Unks Search' lorida Product Approval RON ryypa cr doy%r USER: Public User LIWh'Aaa,Go1, Product ADDfpVal Menu > Product or ADolrcation Search > Application Lfst > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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. G Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R7 EDuiv of STANDARDS (a).Ddf http://ww w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgty3Ij Wak2nHrpk... 9/7/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 Summary of Products FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.1.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 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.2.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 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.3.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 8871.3 for Design Pressure Ratings by FL8871 R7 -AE (a) EVAL 8871.3.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 "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) 8871.4 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 11 (a) INST 8871.4.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 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.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 "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 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5.Ddf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgty3ljWak2nHrpk... 9/7/2017 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 I Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.6.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 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 ")" 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 871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series I 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 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", ClassicCraft" or "ClassicCraft Rustic" Series 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing 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 I. "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 11 (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.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 ")" 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 Vert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-11124 The State of Florida is an WEED employer. Cpovrioht 2007.2013 State of Florida.:: Pnyacv 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), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 4S$, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: a D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDgty3Ij Wak2nHrpk... 9/7/2017 Florida Building Code Online r Page 4 of 4 I I Credr, Card Safe. I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=-WGEVXQ'A'tDgty3Ij Wak2nHrpk... 9/7/2017 I a THERMAITRU THER.MA TRU DOORS 1 IS INDUSTRIAL OR., EDGERTON; OH 4351 i SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR W/ "NON -IMPACT" SIDELITES INSWING / OUTSWING GENI3tAL NOTES I. This product has been evaluated and kin compliance veth the Sth Edition (2014) Florida Building Code (FBC) slructurd requirements including the 'High Velocity Hurricane Zone' (HVHZ), 2. Product anchors shol be as listed and spaced as shown on delalk. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the KVHr the opaque door compiles with Section 1626 of the Floddo Building Code and does not require on impact resistant covering. The non-Impaq sldeSte must be protected with on Impact resistant covering complying with Section 1626 of the FBC.. 4. When used In areas outside of the HVHr requiring wind borne debris protection the opaque door complies with section 1609.1.2 of the FBC and does not require an impocl resistant covering. The door panel meek missile level D" and Includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2 2 of the FBC. The norrlmpact sidebles must be protected with on Impact resistant covering complying with Section W.1.2 of the FBC. 5. For 2k stud Bomlng construclion, anchoring of these units shill be the some as that shown for 2x buck mosonry construction. 6. Site condlions that deviate from the details of this drawing require further engineering onolysls by a licensed engineer or registered orcttifect. 7. Outswing configurations using coastal s19 item R4 under active doom and all dh used under the sidefites, meet water Infiltrollon requirements for'1VHr. 8. Inswing configura lens and outswft configurations using sill item R5 under the door do not meet the woler infiltration requirements for Ihe'HVHr and shot be Installed only In non•habllobte areas oral habitable locations protected by on overhang or canopy such that the angle between the edge of campy or overhang to sN Is less Ihon 45 degrees. TABLE OF CONTENTS SHEET II DESCRIPTION 1 Typical elevolions, design pressures d general notes 2 Door panel details Smooth star) 3 Door panel details(Fiber classic) 4 Sidelle panel details 5 Horizontal cross sections 6 Vertical cross secllons 7 Vertical cross sections 8 Buck and home onchoring - 2X buck masonry construction 9 Frame anchoring - 1 X buck mosonry construction 10 Components a Gloft defoio I BE of Materials 71.75 MAX. Oa. FRAME WIDTH 371S5 MAX. FRAME WIDTH 36.0U' MAX PANEL WIDTH D O_ m P f1 P p o 13 i P U I o z 15.50'MAX,• FRAME WIDTH 13.75 MAX. PANEL WIDTH 0 EN OORiTYPE ti SWING OVERALL SiFRAMES D ISEGtNPRESSURE TiU4't3 2C •-f. DIMENSION• xP "$IIIVI i N GTT: SMOOTH INSWING 71.75" x 98.00" 60.0 60.0 STAR OUTSWING 71.7$" X 96.50" 65.0 65.0 FIBER INSWING 71.75" x 98.00" 60.0 60.0 CLASSIC OUTSWING 71.75" x 96.50" 65.0 65.0 See Sheet 10 for design pressure I mitalgm. rrrc. er: DWS ao er LFS FL-8871.7 a 1 or 11 A 46 47 T EXTERIOR 47 41 43 M41opo—o— Il Iyf IIIIIJI I INTERIOR 1 HORIZONTAL CROSS SECTION 2 L MAIL A -A J 12 TOP RAIL NEL I INTERIOR 1 HORIZONTAL CROSS SECTION 2 L MAIL A -A J 12 TOP RAIL NEL 0 smoan:lor 00000000 42 0000000000000000000000000000000000000 43 lAr •-- 0000000000000o00000000 r1 000000000000000 46 000000000000000 O 0000000 000000000 0 00000 000000000000000 41 HINGESIILE 0000000 28.86%OPEN 00000000 AREA MAX. 000000000000000 45 000000000000000 MAIL AwA Panel reinforcement z a 0 c; oo uN•; 42 g o u 0z° z u m46 ; _ qia 47 ram 3d m 02 W SON EXTERIOR INTERIOR o 0 0Ix I i 2 VERTICAL CROSS SECTION 2 L N.T.S. s er DWS m er LFS 3 iz rm.: m FL-8871.7 °o 2 OF 11 O 64 bb 67 bT EXTERIOR . 67 61 63 f - L DETAIL A -A J DOOR ANEL c d11 fiber 00000000000000000000000000000000000000000000000000000oc0000000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A•A Panel reinforcement J P 28.86% OPEN AREA MAX. 11lflilfll'llllll I I INTERIOR 1 HORIZONTAL CROSS SECTION 3 I r--im-i N ml 6s eomm Iw I I INTERIOR 1 HORIZONTAL CROSS SECTION 3 I r--im-i N ml 6s eomm Iw At p5n i Y'•. Q 1n 60 u o n 10 l t! Z odwao8Lm9m GW HA. IL maa 1 14 Z0 7W N 8 3d b EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 t N.T.S. sm. DWS BY: LFS No rra: FL-8871.7 7 3 or " i 13.75• MAX. PANEL WIDTH Mx d 70 SIDEIIIE ANEL 1.S3•-"I M O 71 1'OP RAI Skis I to I STILE 72 SIdo61e f•.-1 s3• --i m 73 COUOM ILSwebte 7• MAX. D.L, ONRIOR J- INTERIOR 1 HORIZONTAL CRI 4 ICntsic aoft a rustic T MAX. D.L EXTERIOR INTERIOR 2 HORIZONTAL CROSS SEMN 4 (Fiber cas I MAX. D.L DOERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 ISmooth star) EXTERIOR INTERIOR E](IERIOR 8 69 INTERIOR EXTERIOR d 0 INTERIOR 73 73 73 M.,L. N.T.S. M er. Dws i owc er. LFS 3 17"WERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 DitNEe16 No' VERTICAL CROSS SECTION L187T , Y 4 (Classic craft a rustic) 4 (Fit.cb.d 4 (Smooth star) I1.1/1' MII F1dB. QY1.s 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 5 Outsvring shown - inswing S Oulswirg 0 - - k-Ang aho approved oho approved pd' n 1''•. r e n nyGj` UN•; 9 !! •Z Eunt zmou g o 9 €a r n d 0oLipipF? d ?LL iEE M A ' "In c OTE I 1-I/PMIN. 5 N w RG EMB.(IYP.) xo IRIZONTAL CROSS SECTION 7 wnw/IXwbbmk I o NTERIOR XTERIOR 3 HORIZONTAL CROSS SECTION Outs= shown - Inswing also approved en DWS m er. LFS 3 wrc Na: d FL-8871.7 m° o n 5Oi 1 N Q EXTERIOR —' -ff — — - - INTERIOR 1'-11 VERTICAL CROSS SECTION EXTERIOR 4 VERTICAL CROSS SECTION d setn a geeconfierol woslion et 1 for HVHZ' woler infdlrollon requiements Z d L Ogg INTERIOR EXTERIOR .... `" INTERIOR 4 VERTICAL CROSS SECTION d sh.,,,/ Ix subbuck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION d see enrol n otests gel Ifor liVHt water infdirolion requirements i ••.... •• r i OINTERIOR EXTERIr 111 ?s 1o n i U N • ; Lm Z 6CW r{ 9 40 vcgDaa 10 60 d E E02 3a E 2 ilnRio VERTICAL CROSS SECTIONt; o d Outswing configurotion 3 see general sties sheet 1 for.HVHZ'voter Infdirotlon nI requirements INTERIOR EXTERIOR VERTICAL CROSS SECTION d Oulswing conligwalion see general notes sheet 1 for'HVHI'water infdlrotion requirements Of. DWS m er LFS 3 mN¢ ra: m m FL-8871. 7 a 0 a 6 Oi11 n o i fn 2 d 70 NOTE 1 9 6 ciU g EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 ewn-nswin9 MUM. 1. Screws thfu head and SM Iamb located T from each end and O.C. (TYP.) Me. EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION. 7 Inswing configurotion EXTERIOR/- INTERIOR 4 VERTICAL CROSS SECTION 7 Shown w/l x sub4x ck EXTERIOR 5 VERTICAL CROSS SEC17ON 7 Inswing confQwollos INTERIOR i IIIi 1''•. y z o; n INTERIOR EXTERI "'. SEE Ps 000 u n •: Z o NOTEM P a E i'. 9ooa 22 D oz eo 4 m to 3 VERTICAL CROSS SECTION 7 OutswirgconfigwationI o INTERIOR EXTERIOR SEE 2! NOTE 1 d \ m 5 E F 6 VERTICAL CROSS SECTION 7 Oulswing co liguratlon er. ) WS m er LFS 3 nac rm: m FL- 8871.7 00 n 7 orb 0 T2 Ic - f yp- "'AD MASONRY JAMBS OPENING II II II II II II 2X BUCK--,, MULLION SHOWN FOR - REFERENCE ONLY II II II II II II II II BUCK ANCHORING CONCRETE ANCHOR NOTES., 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR*.-., ANCH01f M..1.N,CLEA.ftANCf TYPE'.. - EMBEDME4-:-'jQ..MA.SP NRY.....,''TOADJACENT ITIN 1/4" 1.1/4" TAPCON LCO 1/4* 1-1/4- 4" LULTRACONSI WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8edge "once, 1' end distance, & f'o.c. spacing ofIwoodscrewstopreventthesplil-fing of wood. 110 A 0: 01 71 A 0; TT—T fill oil, RzooZO 0n0N.: ES ib MASONRY OPENINGcZ 3 T7 0 s a: Sotq ' D FRAMENz TYP. SILL tq 2)(BUCK - I F TV. MUwuN 9k TYP. SILL I JLmm M151HINGEJAMB FRAME ANCHORING STRIKE JAMS Mosorty 2)( buck construction HINGE DETAIL LATCH A DEADOOLT DETAIL W- L N.T.S. IN- By- DWS CHV 01. LFS rL- 8871.7 cc SHM - 8 OF THESE (2) ANCHORS REQ'D 3^ ONLY WHEN DP > 60.0 PSF 4r tq R TYP. HEAD & f MASONRY JAMBS I OPENING Al t2 O FRAME TYP tq I X BUCK ATYP. SILL TYP. TYP. Sill L HINGE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry IX buck construction I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN;`.;.. MIN. CLEARANCE MIN.,CLEARANCE TYPE:..•.. SITE `:• TO.M.. .:. TO'ADJACENT; . EMBEDMENT EDGE"' ANCHOR:•:..'. OR".. ITIN 2" 4' TAPCONo 11 • WOOD SCREW INSTALLATION NOTES: WOOD SCREW INSTALLATION NOTES: MoLnldn o n**Ywm S/8•edge dhfance, )'end cbtonce. 3 1'o.c. rpockV of wood screws to prevent the s0ll V of wood. STRIKE JAMB Alt I. N oi2 5n o 0n LATCH A DEADSOLT DETAIL HINGE DETAIL It1T ono= N •; U o' u ii Y E zmou 5urMang. E z00 d c ri (Ji 8 a tip U Om Ig C m =V F- N.T.S. 9 at. DWS m of.. LFS 3 ow No,: FL-8871.7 c R g Or U N O Crs el O 4.57' T L iHRESNOID Oubw4p oomtd r r,NfflREWO D hnvhg od}ntoCle 5.75 o • OINRESHOLDOuisw $Imtdold 20 INSWING SIDESpacer I /T GLASS 3/4- THK. BITE GLASS 1 /8' TEMP. AIR SPACE 1 /8" TEMP. SWIGGLE GLAZING 24 SPACER GI GUZINGDET IL 3/f kadOW glop . . 7/16'GIASS SbT m>a%t•ffkST :.%tom . <'•a': S THRESHOLD hmklp SOg-*61 r r 5B3' d E LD o MAX. DESIGN PRESSURE _ +/- 50 PSF j-- 21f j f I 21 INSWING IDENIE Spoeer G2 ZI 1 1' Irotdoled plant 1` THK. GLASS 1 /8' TEMP. AIR SPACE 1 /W TEMP. GLAZING O t LEAD A' SIDEJamb n r 12' o 22 OUISWING SIDEUMSpacer, 7/16' GLASS BITE C. N oz: o o s n;m 1 /2" THK. GLASS 1 /8' TEMP. If AIR SPACE Illll I /V. TEMP. 25- STEEL 24 INTERCEP7 SPACER G3 GlAI1NG DETAIL I/2' h$uloled glna . . Im. DWS m Itr LFS 3 am ND a FL-8871.7 m o a 10 OF 11 N 0 BILL tJf:j i ri' O om 1 P1• U NZ i v o x v Z° m 9 O wNmnp e 6 p a o o i o c 0 a a 0 e U e Pi ` 0 O nnoi co i b n N w 0. NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) n1NZ 2 V SrXLN.S. T. 5 cxa er: DWS m o+ c er: LFS ; NAM 10- a m FL- 8871.7 0 S of 1111 p OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR •SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.077 THK. (SMOOTH STAR) = 6,000 PSI MIN. FIBERGLASSASS C MAX. I /4` SHIM SPACE WOOD 42 TOP RAIL SMOOTH STAR COMP. D 1 /4" X 2-3/4' PfH ELCO CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301ORHOLLOWBLOCKCONFORMINGTOASTMC90CONCRETE HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. F I/4' X 2-3/4' PfH ITW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023' 1HK. SMOOTH STAR STEEL r Florida Building Code Online Page 1 of 3 IRA` 1 r r SCIS Nome I Log In I User Registration Not Topics I Submit Surcharge I Suits B Facts i Publications I FBC Stag I SCIS site Map I Unks Search Fl 61 daisb W101 Product Approval 11h USER: Public User iiHtfa:aa yCn Product Approval Menu > Product or Aoolicanon Search > Application Ust > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE C 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 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=wGEVXQwtDgtH8572gvdWIdk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL ii I Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD I REINIES 420 FORCED ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 II 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 I SERIES 420 ALUMINUM SGD I REINIES 420 FORCED ALUMINUM SGD OX, XO, XX 96"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 II 08-02248B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.odf PRESSURE RATINGS Created by Independent Third Party: Yes r15332.4 I RSEIES 420 EINFORCED ALUMINUM SGD I SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 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 I REINFORCED ALUMINUMIES420 SGD I SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I ASERIES 420ILUMINUM REINFORCED 196 RI 420 REINFORCED ALUMINUM SGD OX, XO, XX 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.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 http://,A-A w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,ArtDgtH8572gvdWldk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I FL15332 R3 AE 510808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.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 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 11 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.odf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Cooviioht 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•mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any quesbons, please COMM 850.487.1395. -Pursuant to Section 455.275(1), Flonda 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 !malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 00IR 70 Cfedii Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ,ArtDgtH8572gvd'IA7Idk... 9/7/2017 NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILOINC 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. IX 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 REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8 CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0 METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15 APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS • I REY 1 OMRIn10N I are I Awnwco 1 A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS DLlC 00 LAKEsDPARKWAY 5\I LIIIL/,/ i FLOWER MOUND, TX 7028 v •GENSFgiP' 5 = SERIES 420SGDREINFORCEDWITHOUTADAPTER96" z 96" a(KF NOTES; STATE OF ; 3E` • .5; CIO( ORVID JiYS ONAoRAWN: on No REv V.L. 08 B 11 0\ are 502E249 NTS 10/30/13 1 OF 10 i FI HI 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART p3 FOR NUMBER OF LOCATIONS REOUIREO 17" MAX -- r O.C. --Ir 6" MAX 17" MAX O.C. 16" LAX AME ICHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS a/ AND a2 FOR OTHER UNITS RATINGS REVIsIDNS DESCRIRIION OAIE APiROVEO ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 1 R.I. CHART RI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psQ Frame Single Panel and Total Frame VkIIh (m) Height in) 30.0 60.00 36.0 72.00 42.0 84.00 48.0 96.00 Pos Nap Pos T Neu Pos Neu 04.0 40.0 58.4 40.0 50.9 40.0 45.7 88.0 40.0 55.2 40.0 480 40.0 43.0 E35.035.0 92.0 40.0 52.4 40.0 454 40.0 40.6 96.0 40.0 49.8 40.0 43.1 38.4 38.4 CHART s2 WHERE WA TER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (psO Frame Single Panel and Total Frame VVidlh (In) Height in) 30.0 60.00 36.0 72.00 42.0 4.00 48.0 96.00 Pos I Keg PosE45,4 PosE38.4 PosNeg 04.0 58.4 58.4 50.9 45.7 4201420 0&0 55.2 552 48.0 43.0 39 439 4 92.0 52.4 52.4 45 4 40 6 37.137.1 96.0 49.8 49.8 43.1 38.4 35.0 35 0 CHART R3 Number of anchor locations required Frame Single Panel and Total Frame Width (n) Height in) 30.0 60.0 36.0 7I.0 42.0 04.0 48.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 04.0 4 6 5 6 6 6 6 6 88.0 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 1 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN. Dar NO REV V.L. 08-02249 8 sou NTS o•'E 10/30/13 s"W2 OF 10 SIGNED: 1012312015 N10 9 r 0, 812,66 *= TTATT rE OF in ORM-- c ti FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART p4 FOR NUMBER OF LOCATIONS REOUIRED 6" MAX — r—r 17" MAX o.c r 6" MAX 17" MAX O.0 6" T— AX ME GHT 6" MAX 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART 04 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIREO t35.OPSF NONE SEE CHARTS a 1 AND II2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS REV OESCRIPrION M1E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART a4 Number of anchor loco lions required Single Panel and Total Lind VVxRh (in) Frame F'i0to 1) J0.0 60.0 1 26.0 72.0 42.0 64.0 46.0 96.0 H&S I Jamb H&S I Jamb H&S Jamb H&S Jamb 64.0 4 6 5 1 6 6 6 6 6 0&0 4 6 6 1 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 E6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96" FIN ELEVATION DRAWN Uwc NO. V.L. 1 08-02249 Cue NTS IDAE 10/30/13 —3 OF 10 SIGNED. 1012312015 O o TAT 5' OF ,• 5.• A,ORIa* • j/IONA 1 LaG\ 1 /2" MIN. EDGE DISTANCE REVISIONS - OESUNPIMN MTE APPROVED AOOEO FLANGE ANO FlN INSTALLATION 12/10/13 R.L. REVISEO INSTALLATION OETAILS 08/03/15 1 R L 1 3/8• MIN. W000 FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1/4 MAX. SHIM J10 WOOD SPACE 1 3/8" MIN. 1/4' MAX. SCREW EMBEDMENT I SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE f l f— 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: 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. Wvc U.Z—.E w WOO J EXTEi SCCREWREWWOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS LLC R! IL D i 00LAKESIDEDPARKWDOOAYFLOWER MOUND, TX 75028 5 GENS 9UI' TIV0,. 81? •*= SERIES420SCOREINFORCEDWITHOUTADAPTER96" x 96" s{ r FRAME INSTALLATION DETAILS 0 , AT OF O• sd' : ORf DRAWN: owc No. RB 08-02249 7jOIIIAIII \\\ OUNTS °A'E 10/30/13 '--4 OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. I EDGE DISTANCE 1 /a" MAX r SHIM SPACE I 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 3/4' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV OESCRIPTION GATE APPROVED A AOOEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISEO INSTALLATION OETAILS 08/03/15 R.L 1/4" MAX, SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 LLCMIWI900OLAKESIOD IR I ILIoPDOOVRSr FLOWER 5 MOUND. Tx 75028 v •GENS:7%' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 6 *= 96" x 9 FRAME INSTALLATION DETAILS o ; eveNATpOF io/ ORAwN: IIRC NO. REV V.L. 08 02249 8 O77S ONA 11\`` oA1E5MENTS 10/30/13 5 OF 10 2 1/ MIN. EDGE DISTANCE e • 1 1/4" MIN. e .' EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16" TAPCON 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT VERTICAL CROSS SECTION CONCRET15 MASONRY INSTALLATION T d 1 1/4" MIN. EMBEDMENT REYMNS OESCRWMN GATE I APVRMO ADDED FLANGE AND RN INSTALLATION 1 12/10/13 IRL REVISED INSTALLATION DETAILS 1 06/03/15 IRL 1 1/4" MIN. EMBEDMENT 1/4' MAX. 2 1 /2" c SHIM SPACE INTERIOR MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS 1 EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEAMASONRYINSTALLATION 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. EDGE DISTANCE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC R I fill /,/ 1900 LAKESIDE PARKWAY FLOWER TX 75028 5 4fVMOUND, GENs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 04 *= 96" x 96" FRAME INSTALLATION DETAILS TAT6E OF ; tv 11RAww.. I1wC No. RV i' pRIOP V.L. 08-02249 B SS • "' • t G scua are sNEaNTSIO/30/13 6 Of 10 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS i10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS ' CESCRU'MN IMTE I AVRMW 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 10 WOOD SCREWS 1/2" MIN. INTERIOR EXTERIOR INTERIOR EDGE DI n f AILL TO BED OFE SET IN N 10 WOOD xISTANCE NEAPPROVED SEALANT SCREWS MIN. RENT WIrG VIZOIAN" 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 OESIGNED INACCOROANCE W/THASTM E2112 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 FLOWER MOUND, TX 7502181 v •GENS 9,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER L 0 5 t= 96" X 96" FLANGE INSTALLATION DETAILS AT OF ORANN: t1NC No. aLv 08- 0 2E249 B NA'IEa saucaTENTS10/30/13 7 OF 10 11 ReWsbRs 3/4" MIN. RV OESCRUIToR r EDGE A ADDEO FLANGE AND FIN INSTALLATION DISTANCE 1 /4" MAX B REVISED INSTALLATION DETAILS METAL STRUCTURE SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING T- SCREW 3/4" MIN. INTERIOR EXTERIOR INTERIOR EDGE DISTANCE FiFui f 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L TO BE SET IN #10 SMS ORBEDOF I I I ILi PROVED SEALANT SELF DRILLING L`J SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION WE APPROWO 12/10/13 R.L. 08/03/15 R.L. SIGNED: 1012312015 MI WI D LLC0/'''' OOOLAKESIDEWS PDOO AY v 9s'% FLOWER MOUND, TX 75028 GENS01 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 996" O,0 AA FLANGEINSTALLATIONDETAILS0 == OF OItANR: V. L. ORC No. 08 REV B yyLL tA t' erF( P N I O• d FS.•ORIO. 5002249 wre NTS10/30/13 E8 OF 10 REVISION$ 1 2 1 /2" MIN' OEstRRTDN GATE ARPROVEO EDGE DISTANCE A ADOEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 05/03/15 R.L. e 1 1/4" MIN. e a EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OIXTBUCK J 7 1/4" MAX. SHIM SPACE BE 2 1 /2. v INTERIORPROTOPERLYMIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR U-J WJ INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a --f 1 a 1 1/4" MIN EMBEDMENT VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X 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 AS TM E2112 SIGNED: 1012312015 MI WINDOWS E DOORS LLC II10 9x 00 LAKESIDEPARKWAY FLOWER MOUND, TX 75028 J g RGEN; sg% SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" FLANGE INSTALLATION DETAILS Z* D, AT9OF;V* TF•' ORIOP• DRAWNowcNO. REV 08 2 B O A 1 VidaDATENTS10/30/13 E249 9OF 10 WOOD FRAMING 1/4" MAX BY OTHERS r SHIM SPACE 1N. MIN. I;, EMBEDMENT APPROVED SEALANT Tj LLBEHINDFIN 08 SCOODRREEW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/I6" MIN EDGE DISTANCE EXTERIOR INTERIOR x EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX F SHIM SPACE 1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. REV151DN5 REV OESCRIPTIDN DATE APPROVED A ADDED FUNGE AND FIN INSTALLATION 12/10/13 R.L. B REWSED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8" MIN, EDGE GIST TRIM 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE I BY OTHERS BUCK BY OTHERS, HOOK STRIP BUCK TO BEirTAIPCONROPERLYSECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA;ONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS r EDGEE DISTANCE INTERIOR TRIM TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP a Po WOOD SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKAN000 FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 11T111111 i,, to 41 FLOWER MOUND. TX 75028 GENSe 1P% SERIES 420 SOO REINFORCED WITHOUT ADAPTER 0 6 = NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BYOTHERS. 96" >t 96" NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS TAT OF •kip 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BEuwcDRAWN •• T DESIGNED INACCORDANCE WITH ASTME2112 EV V. L. 08-02249 R8 0 scuE NTS — 10/30/13 5MW 10 OF 10 0/IINA10\ Florida Building Code Online Page 1 of 6 Profe sional Regulation I M "'' '• r. SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats S Facts PubbCabons I FBC Staff j BCIS Site Map I Links Search I - lorida rye Product Approval 11 ttrr.. I of USER: Pubbc User Product Approval Menu > Protlutt or Application Search > Application Lost > 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 J 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 shamitton@ciopay.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 al 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 Eauiv 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eouiv 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A http://vAw",.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 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 42 FL 4f Model, Number or Name 15279.1 001 W3-09 DSIE-IA171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-IA471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, ARiLP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 6 Page 1/ 8 0 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) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.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: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door18131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 2609.1.4 FBC). 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 2609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.pdf FL15279 R4 C CAC W3 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104175-Rev0l.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEp 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 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101820-Rev13.Ddf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: http://,,A ww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDISP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 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 1488,SSS,4RST,6RST,4RSF,6RSF 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, SS, 42B, 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), 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in 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). Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.pdF FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104028-Rev0l.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 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104168-Rev0l.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 FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FLIS279 R4 C CAC W3 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 101308-Revl2: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.) 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 of inspection.pdf FL15279 R4 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101652-B-Revll.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-1F471: 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, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdF Impact Resistant: No FLIS279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://v"-A-A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product O5/21/2028 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.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-IF171: 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 Door18201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of msoection.Ddf FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 279a. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.odf FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104456-Rev0l.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. 2S ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, 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, G114S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, EDSSV, ED4LV, SS4, SL4, AMS, 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 proof of contract and proof of inspection.Ddf FLIS279 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 proof of contract and proof of inspection.pdf FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 103456-B-RevOS.Ddf 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=wGEVXQwtDgv:yVVKJZIQR... 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-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in 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. 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 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 budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 I017 W4-16 DSlEO-1F479: Coachman/Settlers/Affinity 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-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 18201,8203 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 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 of inspection.0 FL15279 R4 C CAC W4 Listina Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 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.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-B-Revl3.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-B-Rev03.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 279a. 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.odf FL35279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 103046-Rev07.odf Verified By: lntertek 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 of insoecbon.pdf FL15279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-Rev0l.Ddf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: http://vA-A,Ar.Doridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZ I QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DS1UO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 279a. 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.odf FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 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 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FLIS279 R4 11 104457-Rev02.Ddf Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE® W4 Garage Door 4RST, 611ST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/22/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 11 101711-B-RevlS.odf 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 O a 0 0 Page l/8O 0 Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AAtEEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. II you do not want your e-mail address released In response to a Publrc•records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 11 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 !malls provided may be used for oRMI 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 of you are a licensee under Chapter 455, F.S., please clock here Product Approval Accepts: O E Cfbd"a'Caid Safe http://wvN f.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgv3yVVKJZI QR... 9/7/2017 NiAliff AA A 0 #11111ljo 0111111r 01111114 0 OPTION& OWING MAY BE STANDARD OR IMPACT RESISTANT GAZING. SEE SECTION B-B FOR OETAIM r MAX STANDARD SIZE IS 42-16IMP ACTRESISTANT GLAZING2-1h1/6'.yaMr.- n nIIIIIIt t I II III r av r ii. WL aLN m m SHIPLAP. IGIIIIS.- OWs enolL a!m[ la,m ,oa raWm. I LAmc aa.r lolvo-wa .R[L bRf1Dt R[I!< Lq. 00.1 .0111 " N'd l Df lI. 1 lutm-a![t a .lso .wWo. IAA IMMr. r mr Scpff" 1 DENSITY POLYSTYRENE fOAM INSULATION 1- 5/16' THIGH WITH VIML WACM BACKER ( INSULATED MODELS ONLY) 25 GA ION. GALV. STEEL SKI! 1 WITH A BAKED -ON PRIMER \ AND A SINNED -ON POLYESTER TOP COAT APPLIED TO 90TH SIDES OF STEEL SIGN. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. P. E MARK WISTOWIM M ® a a a==.W maa l.Im la.W a..® Vila AOA .a.q. R .. Au1 IwmW ama a .W .lMII/oAa ama. m,[ pr® a ac-! q Ia goRuaa aws.W ao m o ` W, WN wam +0 rmm e, m.l aR awos.s.auo gwl X- q L.. L.. C LC R m Rm. or A I O I a Clopay ng Products aSBSOraa14a5DY0iG nnv (513) 770-/600 SECTION A - A (SIDE NEW) I f r TH" r TALL U-BAR 20 CA OALV. STEEL YIN. YEI D STRENCM: 50 KSI T 12 GA. CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACNEO W/(4) 14a6 6' SHEET META 14 GA GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH ( 4) 014a5/6' SHEET METAL SCREWS AND (4) 1/4' 0/4• SELF TAPPING SCREW". SEE NEW V. TALL 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 PWITHER STi( EI/ / N. SELF TINTING SCREWS 13 al GALV. STEEL BOTTOM BRACKET. ATTACHED WITH ( 2) 014.5/0' SHEET METAL SCREWS. DESIGN LOADS: + 24.0 PSF k -24.5 PSF TEST LOADS: + 36.0 PSF 4, -37.0 PSF PAN-21F153 [ f•"0 sTm W 4 16'O'W W 16'O'H 1/3/ 97 Kscanm. CLASSIC AND CH RP STEEL. PAN m JAC DOUBLE -CAR. 16V +24/-24.5 PSF n' MIYYY B WVOG .WOOS 101711 BC Pamvnnua t'AIoIIAa MILL Nffit n CA O G1 m Qa111MMAJ r Gem Iam Gmv. UIQY an ARA Amw commm mw Cm OAr Lm war jOr, is 1 11-w1 Lo /olaa a sa mnoa 1-1 OC W 9f11 RD /m lAG aR! Iw R COaaa10 Pul IIGI RLU®) ID IR01 A IU91IOIAa11GawARloawroaallsaooImlmjura cart ANaa Ilsn a a moos lSaa PO IK aPaalO saom GIIM O8K A11006 Ia UNDO I a IY Taa Aiaa r come " M& 1tMIta6 IWAD mm tAPG06 0047O0 Iw S Ialslmaw l R 110f aL DEDI W PM= A NUN limm" m awns. "Wemm lnm oD M7r 1w7a Lm WIMM OOa I O4WWNa1oIa1AMyblanmPWr0a6 w Iellsl s are w ens Sm NMLDM al alal asvusl lt0 mm IIR L4 1Wp Qa aY`a M ssr. Dlm OO inL aOLa".mmmatwu_j I IMPACTRESISTANT ASSEMBLY DETAILS DRAWG IN101711-A SECTIONB-B (IMPACT - RESISTANT GLAZING OPOON) 1-11IROI v mam LmLNGAI IIU7Pwaet Ila Soo G.c up" .ma "m wo Papa t®IOA[ Kart IwR Lm.ml to Mal POD "no m-fWV.CI I@m101f QIa tMm" mm lK momow m W /NRmma lM A . LI' TINTWO1IiORaW>d IIIG! • M I STANDARD ASSEMBLY DETAILS I ORAWINO 10171 1-9SECTIONB-B (NON- IMPACT RESISTANT GLAZING OPNON) mGa mm low U. r cows on PnmG AWACL m aw mw MIKE a NAIIWSOI "m GwaT-Is$aR Nwc w LSAaW Um mm pyr Pox MOW Galan. GPIIGWa >S 09 al 1 CPIALa11F gAAI a AIL' AS" 11Fa10 t1pal I L CPIOA""CCHAOCa AGNemo/i ImOV1 20 GGmlarmGGGAASmaaiIMALLmIN Compu a OIII ma =nw IELn M wW Ido pwilme lla or THE now OI== aa Cm mawfaaL I 1@ IM /011 .= CmImaa W. aMPIDI /4 mvlw} SHEET 2 OF 2 Uwe 11 t 1 mm W O 11 IOalm(GIa 1a1a b101I d ( N IG• DOI i II MaaY. Aa101 MMIa POI NMi rN me/or m oW mo IIIm Nl 1'Wr i o i G oaw (0 ul Nlq IwIIlAOaLlYlImommInam wIGIa 1 M 01901 w we appamm wagno q noon OWL tTHE 1@OBOUR v INL N Gramm a mm FOR M mm a OOFMa AN) a Ace m"m mll GROR Mm am IPI "it LOWSommm L'a =aLl — Ile 1— 1SEE R.S011 mmR m1 SIFT on I H= TRACK CONFIGURATION ABOVE THE DOOR OPCHIM DOES NOT AFFECT THE WW LOAD RATDIO OF THIS DOOR r ULL OmR Am La1La 1133O ar k s. SIImw. p lus WHOM Sa TOP BRACKET DOUBLE HOWECIRM TPACKGOo1D LAD Se8rowOmm AmGr O DMIDLE-UM L' Q6sm. S- IK• n CA. v a. vm mm OUOm. 4) mwI sasms PER me a I.AeI AvuAa. n p a llt DOOR wwama 0=6 POI v va M Wm m* am Iaxur IR m t, r mar. alm r 61 mlcp l a i - na fa 6 I dlwia Ga "ryOiwmtiniioi wis'dF 8 MGf W OI® A Ot a FM own0'a 4 t SPA lAs Oa>m 14Amnr -fACM b6 NW`nea_°CFAL V lal Ilse LInAA AmOMsvrDESIGNLOADS: +24. 0 PSF A -24.5PSFTESTLOADS: +35. 0 PSF A -37.0 PSF Clopay 8585 OVKE ng Products M1iON. oN 45BLvO. 040 Qn (513) 770-4000 Cl— F.U.I Al Al bb Il...t MPC: PAN-2F153 110L° A°.ATDa W 4 N41 18•o-w 18' o-H IMIo 1/3/97 CLASSIC AND CH DOUBLE -CAR. 18•w RP STEEL PAN 24 -24.$ PSF mvw or , om® Mww El PPvpG Wgpp 101711 vab IBC Florida Building Code Online Page 1 of 3 t uilm. p ' r plation r rr SCIS Home I Log In I User Registration ( Hot Topic I Submit Surcharge I Stan 6 Fans i Publications FBC Staff SCIS Site Map I Links Search I b'bndar'"Product Approval I• USER: Public User C aaq,,t-a Product Approval Menu > Product or gopllcation 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. Urich, PE Wj Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # I Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame 1G/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 Rl C CAC MI Windows - 185 SH (Fin) Impact 3).DdfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flanael Impact 2),DdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flanae) Impact 5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 11 08-02S44A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.Ddf 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 warver)S-SIG 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ,.. Yes FL17499 RI C CAC MI Windows - 185 SH (Fin) (10).DdfImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).DdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flanae) (9).odfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 4).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (51 Done.pdfDesignPressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1- C CAC MI Windows - 18S SH (Flange) Impact 3).DdfbeddedinPecora896sealant. FL17499 Rl C CAC MI Windows - 185 SH (Flanae) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02545A,odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513321A.pdf 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(133611E1726,01-109-47-RO 185 SH(FLG warver).Ddf FL17499 R1 C CAC M) Windows - 185 SH (Fin) (11).Ddf FL17499 RI C CAC MI Windows - 185 SH (Fin) (12).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Flanael 10).DdF Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.Ddf Created by Independent Third Party: Yes 17499.5 1 185 SH 136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://,,Aw"r.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNNrtDgtCUGgvj 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 RI C CAC APC(13363)E1729.01-109-47-R0 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) (14).DdfDesignPressure: +60/-60 FL17499 Rl C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60• 11).Odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.Ddf Verified By: Luis R Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 130x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 18S SH TriDle (Fin) 3).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 Rl C CAC MI Windows - 185 SH TriDle (Fin) 4).odfDesignPressure: +50/-50 Other: R-PGS0* FL17499 RI C CAC MI Windows - 185 SH TriDle (Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Triple (Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513324A.Ddf 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) Approved for use outside HVHZ: Yes 3).Ddf Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).Ddf Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 4) Ddf r Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.Ddf Created by Independent Third Party: Yes BacR Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Flonda.:: 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 Departrnent with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts; M ® ® e:Kt M Credh Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ,A,tDgtCUGgvjQiz6BP... 9/7/2017 H01ES. 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH P.EQUIREMENI'S OF THE FLORIOA BUILDING CODE INCLUDING THE HVF-Z. 2. 111100C FRAMING ArID MASONIri OPEN114C TO BE DESIGNED AND ANCHORED TO PP,OPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPGNSIBILIP' OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE I; OPTIONAL. 4, %,IIERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST 8E AIXHGRCD IIIROUGH II -IC I'RAMC IN ACCORDANCE WITH MANLWACTURER'S PLIOLISIICD INSTALUJION 114STRUCTI!7,No, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CQI<REIE (1N QTHER STHIJCIURAL SUBSTRATE MAIER1AL. 5, WI IERE WOOD UIJCK TI IICKNESS IS 1-1/2" OR GRCAIER. DUCK SI IALL BE SECURELY FASIENCO 10 MA3OJIRY. CCNCREIC OR OTrICR SfRUCJURAL SUBSTRATE. WINDOW UNITS MAY RE ANCHORED THROUGH FRAME TO SFCUfZED WOOD BUCK IN ACCTRDANCE WITH, MANUFA:TURER'S PLIUL15HED INSIALL4IION INSiRUCIIoNS 6. wIIERE 1% BUCK IS 1401 USED DISSIMILAR MATERIALS MIDST BE SEPARAICU WITIT APPR0%/cu CCIATII iG OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL E-TEND BEYOND WINDO1,7 INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. For, rill INSTALLATION SHIM AS NEEDED. FOR rRA.ME INSTALLATION SHIM AS REWIRED AT EACII ANCHOR LOCATIOTf WITH LOAC BEARING SHIM. SIIIM WIIERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9, SHITJS SHALL BE LOCATED, APPLIED AND MADE I'ROM MATERIALS AND THICKNESS CAPABLE QI' SUSIAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. IT. FRAME MATERIAL' EXTRUDED RIGID PVC 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SIIEET 14 For. GLASS DETAILS. 13. APPROVED ILIPACT PROTECTIVE SYSTEM IS NOT RCOUIREQ rOR THIS PRODUCT IN W1r10 BORnIE DEBRIS REGIONS. 14 FOR ANCH()RING THROUG14 FITI INTO V400D FRAMING OR 2X 9UCK USE #8 WOOD SCREWS WITH SU- FICIENT LENGTH TO ACHIEVE A 1 1 /A" MINIMUM EMBEDMENT INTO SUBSTRATE. LOUAIC ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION LICIAILS. TABLE OF CONTEOTS Rt v15101r.. I RLv I 0MRVIION I GAVE I + rrOVEp A I REVISED NIC.HOR SPACING k CHARTS 1 07/11.,20161 R.L. 15. FOR ANCHORING TIIROUGII FRAME INTO WOOD rRAMING OR 2Y, DUCK USE #10 WOOD SCREVrS WITH SUFFI'.IErIT LENGTH TO ACHIEVE A 1 1/4" MINIM(IM EMBEDMENT INTO SUBSIP.AIC. LOCATE ANCIIORS AS SHOWN IH CLEVAIIDNS AND INSrALLAfIUN UCTAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" 7APCONS VAIH SUFFICIENT LL'NGTI I TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITI. 2 1/2" MINIMUM CDCE DISTANCE. LOCATE ANCIIORS AS SHOWN IN ELEVATIONS A.NO INSTALLATION DETAILS, 17. FOR ANC11OR1NG THROUGH FRAME INTO METAL STRUCTURE USE # 10 SMS OP. SELF DRILLING SCREWS WITH SUrnCIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM OEYOJID STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 114STALLAIION DETAILS. 18. AI.L FASTENERS TO BE CORRO 10N RESISTANT 19. IuSIALLAIION ANCHORS SHALL 9C INSTALLED IN ACC-ORDA14CE WITH ANCHOR MANUFACIURER'S INSIALLATION INSTRUCTIONS AND ANCHORS SHALL NOT UE USEU IN SUBSTRATES WITH STRENGTHS LESS THAN THE fINIMUM STRENGTH SPECIFIED BELOW: A. WOOD, MINIMUM SPECIFIC GRAV1re OF G=0.42 13. CONCRETE: MINIMUM COMPRESSPVE SfRENGIH OF 2,000 PSI, C. MASONRY: HCLLOW/FILLED BLOCK PER AS7M C90 OATH F V-2,ODDPSI 111NIMUM. D. METAL STRUCTURE: STEEL 180A (.048) F1V=.,3;(SI rU=52KSI OR ALUMINUM 6063-T5 FU=33KSI 048" THICK MINIMUM SHEEI NO I DESCRIPIIO14 I1IN0TE5 2 - 4 1 L'LEVAT ONS 5 - 13 INSTALLATICH DETAILS Id COMPONFNTS SIGNED. 0711212016 MWINDOWS DOORS ll.L07/ KND650 STREET PA 17030-030 1r`\\ ti i ETGRATZ. .'p 0 5 IF= SERIES 185 ALUMINUM SINGLE HUNG WINDOWS*• 52"X84" NON -IMPACT NOTES oO•• 67ATE OF 1vu1-N. u.: Nu. Rev'°(ORIaP• N.C.. 08 A ijSJONA 11 a`` 502546GATNTS12/09/14 1 OF 14 52-. MAX FRAME %ADTfl MAX 0 C. I 16.. MAX O C. IAX AMC U J X f 1' I 2" MAX I FI HI 52- MAX FRAME WIDTH 2" MAX t 6" MAX D C. 1 16 A(,1X 14' aME If,HT j X II 2" MQX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART / I FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART Al FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES 1. MAXIMUM SASII SIZE: 51" X 35". 2 AI4;<IMUM SASJI DI-.O.- 47 5/8" X 32 1/2' 3. AI kIMUM CL`:f_U 0.1..0 : d9 1 /a" X 45 HARDWARE BLOCK AND TACKLE BALANCE AT R1 1:4an . IIE;.CRiahON CAFE A"aOVED RINISED A14CI40R SPACING h CHARIS 07/11/70 1 -31 R L. CHART #I UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Fame thighl(W) Fame Width (In) 1800 2400 30.00 Jade 42o0 48.00 5Lo0 Thad Jamb Head Jamb Head Jamb Heed Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30A0 2 J 3 3 J J 3 J 4 J I J 4 J 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48A0 2 4 3 4 3 4 3 4 4 4 4 4 4 4 3400 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 J 5 3 5 4 5 4 5 4 5 72.00 2 8 J 6 3 6 3 6 4 6 4 6 4 6 78.00 2 8 l 6 J 6 3 8 4 6 4 0 5 6 M00 2 6 J 6 3 8 3 8 4 8 4 7 5 7 MI WINDOWS AND DOORS 650 WES1 MARKEI SfREEI GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"K84" NON -IMPACT FLANGE do FINLESS ELEVATIONS DRAWN C:l: rru N.G. 08-02546 5wE NTS G`E 12/09/14 1 sl¢112 OF 14 SIGNED: 07/12/2016 5 ATAT E OF 0'. P E I; FR HE 52" MAX FRAME WIDTH 2" MAx 1 G" HAX — 2" MAX 0 C. -1 I I / i I IG" MAX Ot I l— — f" I f OVA Lr.IE CHT 2_M 52- MAX FRAME :110TH 2" MAX 1— — 16" MAX — 2 MAX - D.C. 2 L 16" MAX O.0 O / 84" MAX FRAME HEIGHT i u X L LINE I1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART /2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 62 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.0PSF NONE. NOTES: I, MAXIMUM SASH SIZE: 51" 9 36". 2. M4+IMUM SASH U L.0 - 47 5/8" X 32 1 /2". 3 &LAXIMUM FI)XEO 10.1. 0.: 49 1 /4" X 45". IA.1(2) METAL SWEEP LOCK AT 8" FROM EACH ENO INTERIOR MEETING RAIL I c1N510tr.. ' OFSc-wl Tt= I 04r6 anraOV[P REVISED ANCHOR SPACING & CHARTS 1 07/11 1;20 1651 R.L. CHART #2 UNITS INSTALLED WITH FILLERS Wmber of anchor locations required Fame Haight (in) Frame Width (In) 18.00 2400 30.00 36.00 42.00 48.00 2.00 Hood IJamb Had Jamb Head Jamb Heed Jamb Head Jamb Hoed Jamb Head Jamb 2440 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 6 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66A0 2 5 3 5 3 5 3 5 4 5 4 5 4 5 I2A0 2 8 3 8 3 6 3 8 4 8 4 6 4 6 21A0 2 6 3 6 3 8 3 8 4 6 4 6 4 6 64.00 2 6 3 8 3 6 1 3 6 4 6 4 8 4 8 MI WINDOWS AND DOORS 650 :VEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE & FINLESS ELEVATIONS 0R.W4- 041, NO. N.G. 1 08-02546 EZ NTS °t'E 12/09/14 R1E1T.i OF 14 SIGNED: 0711212016 OENV* pi' max• 0 5 •*= 173 AT OF 52" MAX FP•'AJE WIDTH — 52" MAX rRAME WIDTH -- 2' MAX - j-- — MAX 00 C - - 2" MAX 2" ALvC - r- —- MA OO.C. -1 - 2' MAX 1 it 10" MAN 10II " MAX O.C. O O.C. O MAX134- II I MA:i—I FRAME FRAME HEIGHT I HEIGHT / d 4 I I` 4 I 185 ALUMINUM SINGLE HUNG WINDOW I 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART A3 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART M3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING, IMPACT RATING t60.OPSF NONE 1.101CS: 1. MAXRJUM S45H S1j:E. 51" x 36". 2. M4XIMUM SASH 0 L C • 47 5/8" X 32 1/2" 3. MAXIMUM FIXED D.L.O.: 49 1/4" X 45". HARDWARE SCHEDULE A. (2) METAL SWEEP LOCK AT8" FROM EACH END INTERIOR 8. (2) BLOCK AND TACKLE BALANCE ATIAMBS FI.\15dr5 ' M:.CRI n01. I (WE :/R`POYC9 REVISCO ANCI OR SPACING k CHARTS O7/I I/7015 R L. CHARTO Amber of anchor locations requlred Rene Wight (in) Frame Width (In) 100 HaS Jamb 31.00 NAS Jamb 30,00 H&S Jamb 36.00 N65 Jamb 4L00 N&S Jamb 4e.00 H65 Jamb 6200 H&S Jamb 34.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 8 5 4L00 3 5 3 5 4 5 5 5 5 5 a 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 00.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 6&09 3 6 3 e 4 e 5 e 5 6 6 e 6 6 7L00 3 e 3 e 4 6 s e 5 6 0 6 6 8 70.00 3 9 3 9 4 9 5 9 5 9 8 9 6 9 64.00 3 9 3 9 4 9 5 9 5 9 6 9 8 9 SIGNED: 0711212016 MI WINDOWS AND DOORS 11111111j/ R Lp'11/i650WESTMARKETSTREET GRATZ, PA 17030-0370 5 GENSF; 9s 5 ••*= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" FIN NON -IMPACT FIN ELEVATION 1 oy6 s((p;7 7(7 p3` t`_OF Ft to0asan. InA: I.e. acv N.G. 08--012546 A errNTS 12/09/14 4 OF 14 V1000 FP,AMIIJG OR 2r BUCK BY OTHERS BACKER ROD APPROVED SEALANF EXTERIOR UA:'KER ROD APPROVED CALANT WOOD =RAVING OR 2X FUCK BY OTHERS 1/2" M11J EDGE DISTANCE 1 1/4" MIN. EMP17CIMENi F/IMA.0 SI IIM SPACE 10 WOOD SCZEw INTERIOR ILL TO BE SET IN A BELT OF ANPROv+I) STRUCTURAL SEALANT 1/4" MAX. TF SHIM SPACE I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE El' 0114ERS APPRCVLD SEALANT EXTERIOR BACKER ROD—, 3 APPROVED \ SEALANT METALSTRUCTURE BY OTHERS 3/4' MIN fi COG U15L1NCE I 1/4" MAX. D — L SHIM SPACE 10 SMS OR SELF DRILLING SCREW Ll jl 1pFt INTERIOR l' VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REmsa.•r ' RN OFsr RRTON TfIIE Arwop tR F REVISED ANCHOR SPACING & CHARTS 07/11/2016 P.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 /2 % INTERIOR MIN EGE DISTANCE N 10 WOOD SCREW \ \ 000 FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD It APPROVED SEALAIJ F JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4` MAX SHIM SPACE y 10 SMS OR 7SELFDRILLING INTERIOR SCREWS 3/4.. 1 SILL TO BE SET IN A BED 01" APPROVED MIIJ. EDGE CUT Nam; 'Q — STRUCTURAL SEALANT EXTERIOR METAL \ STRUCIUP,E BACKCR ROD1/4" MAX. El OTHERS &APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 WOOWMes II1/, o ESTn KND SDOORSIREEI 1R v E Af V* GRAT2, PA 17030-0370 C: . p-- SERIES 185 ALUMINUM SINGLE HUNG W1I4DOW F• 0 5 •# 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS AT OF oR•rn1. .: o. aLv F•:°[0R101.• : o8-02546sa1r. artNTS 12/09/14 5 OF 14 2 1 /2" MIN. EDC£ D13iaNCE CON(,R`rC/MA:QfIRY 1.` • BY OTHERS •' e 017110NAL IX BUC. A 4. 4 1 1/4" PAIN. SEC tJOlCS 3 — 7 . snEEr 1 EMBELIMEWT 1/4" MAX. BACKER ROD SHIM SPACE — APPROVED SCAlftll 3/16" TAPCON III l IJ EXTERIOR INTERIOR J I SILL TO BE SET BACKER F00 I v // It) A E£D O 3 A0PROJ£0 AaPi.UVED 5EPL4H1 \\ 1 STRUCTURAL EALANT OPTIONAL IXtBUCKSECI;'.1" MJUf SHEET I r- 7_ _ F SHIM SPACE CONCRETE/MASQNRY ~ DY OTHERS 4 ' 4 ' VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. _ -- EMSEOMENI CONCRETE/MASONRY BY OTHERS r— — v 3/ I6" TAPCON n 2 1 /2" LAIN. EDGE a DISTANC E RENSXA5 OFSCRmRON CATE "PPOVED REVMCD NJCIIOR SPACING h CHARIS 07/1 1,,'90161 R.L. 1 /4" MAX. SHIM $PACE INTERIOR EXTERIOR BACKER R00 G• APPROVED OPTIONAL t:< BUCv — SL-4LANi SEE t40rES 3 - SHEET I JAMB INSTALLATION DETAIL CONCRETE4 0SONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET StREEr GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE DUNG WINDOW/ 52"X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS ocwM. N.G. 1 08-02546 qcm1- IJTS 0A'C 12/09/14 jsmirI5 OF 14 SIGNED: 07/1 Z/2016 WOOD FRA vRNG OR 2Y RUCK BY OfIIERS BACKER ROD — APPROVED SEALANf i RIGID FILLER 1 / 2" MIN EDGE DISTANCE 1 1/4" MIN. EMet:l?MENr 9 j 1 t/4" L1AX, SIIIM SPACE 10 WOOD SCREW u , INTERIOR EXTERIOR 1 UACKER ROU APPROVED EALANT WOOD FRAM11hI0 OR 2x RUCK BY L1IHERS METAL STRU0 UR E BY OTIIERS APPROVED SEALANT RIGID nLLER S/4' MIN 1 [j)GIE OIS LANCE 11 14" MAX SIIIM SPACE 9' EXTERIOR J F-4 S SILT. TO BE SET IN A BED OF APPROVEO STRUCTURAL SEALANT 1/ 4" MAX. BACKER ROD r SHIM SPACE APPROVED SEALANT META STRUCTUR BY OTHER 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 W1TH AS TM E2112 REHs ar, ' NA OF.Kemmow WE Appm-T0 REVISED AIICI,DR SPACING k CHARM 07/ 11/2016 P L. 1 1/4" MIN. 1/4- MAX EMBEDMENT 541M SPACE J INTERIOR MINN LOGE DISTANCE 10 WOOD SCREW 910 SMS OR SELF DRILLING k'000 FRAMING r / SCREW 01 2X UUCK EXTERIOR BY OTHERS BACKER ROD RIGID It APPROVEO FILLEN SEALAN f JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR METAL I/4" MnX. STP• UCIUP.E SHIM SPACE BY OTHERS 10 RMS OR INTERIOR SELF DRILLING S' I?EWS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/ 4 - SILL. TO BE SET IN A BED OF MIN EDGE r®1 DISTAN ' APPROVED E STPUCTURAL EXTERIOR SEALANT 1/ 4" MAX. RIGID J BACKER ROO FILLER A APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 0711212016 MDOORS R WWINDOWS KErSTREEI650ESTS . toM v GRATZ, PA17030-0370 GEN&'. P SERIES 185 ALUMINUM SINGLE HUNG WINDOW tk-• yN5 # = 0 5I NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS o = p+• TAT OFDRI- IV N. G.08 502546 A SS QNA I NTS IME 12/09/la 7 OF 14 L 2 1 2 " MIN. pcm:Mgr , EDGE DISTANCE REV OFGEt!InfWM tlA E u:'pfhi CONCRL;IUMIA"01AR', — h REVISED A14CIlOR SPACING k CHARTS 07/IIj7015 P.L. DY OTHERS d d 01•'11ONAL IA BUCK ' • 14• '+• d I i;'4" MIN. SEC 1401ES 3 — 7 , EMBEDMENT 1 1/4" MIN _ SIIECT 1 ', I EMBEDMENT 1 CONCRETE/MASONRY 1 /4• MAX. _ UY OTIIERS r CFIIONAL 1X BUCK DACKER R-W — SHIM SPACE ' , ! SEE tlOTES 3 — 7 ri APPROVED V SHEET 1 SCALANI RIGID FILLER 3;' I G" TAPCON 3/ 16" YgaCON "• +°MAX I 5111M SPACE 1 I INTERIOR ji iLwqt---- 2 1 / 2" EXTERIOR INTERIOR MIN. 1 REJ ` EDGE • a . DISTANCE j \ BACKER ROD EXTERIOR RIGID ' & APPROVED FILLER SEALANT S11_L 0r BE SET JAMB INSTALLATION DETAIL I , BACKER ROD IN A 8c0 OF CONCRETEANASONRYINSTALLATION dt AoPROVED 1.I APPROVED SEALANT STRUCTURAL p SEALANT OPTIONAL IX BUCV \ L— / i/4" MAY INTERIOREr--" 1. NTERIOR AND EXTERIOR FINISHES, BY OTHERS. SEC NOTE 3 — 7 \ r ,I1IM SPACE SHEET 1 " >- c NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE x-• " I DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY A a SIGNED: 07/12/ZOI6LIY01HERS •• u d • " MssoWINDOWSWEST KND DOORS R IlL04 ETSTREETGRATZ. PA 17030-0370 `w•*\OENS 4,p% SERIES 185 ALUMINUM SINGLE HUNG W114DOVI =*• 0 5 •#= 52" X84" NON —IMPACT VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS WITH FILLER AT OF OF •W CONCRETE/ AASONRYINSTALLATION DRIVIN o0: NO. otv i'`5;°lpR1aP scar. eA[ o8Soz546 A i/ ONAIIE` IJTS12/09/14 8 OF 14 L Ir 1 : 2. MIN EDGE DISTANCE VIGOO; RAVIIJG OR 2X BUCK UY OFIIERS METAL S1RUh:TIIRE BY OTTERS BACKER R01.1 N aPPROVEO 1 j 4 61aX.' SEALANT I IIM SPACE APPROVED SEALANT 10 WOOD SCREVI I • — iJ INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROD 1/4- MALX. APPROVED SHIM SPACE SEALANT r 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 FFF---JJ+--- -1/4' MIN I I EOGE DISIANCE REVlsunr IREVOFKRR'Itl1: MBE •"PoM1SI+ A I REb1SED ANCIMR SPACING It CHATIU; 07/11 j2.0163 P.L. 1 1/4" MIN. 114• MAX. lrk'BEDMENF SHIRT SPACE - 1/ MIN EDGE DISIANCE 45 OR SEL= DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET M1 A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX SHIM SPACE 1/4" MAX. Snt64 SPACE' INTERIOR p 1 D WOOD SCREW J EXTERIOR WOOD FRAMING 1 OR 2X BUCK L BACKER RODBYOTHERS C< APPROVED iEAlf N I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 114 MAX. SHIM SPACE y I G SIAS OR INTERIOR SELF DRILLING SCREWS T l 1/4" A1 EDGE DISTANCEA I EXTERIOR METAL — BACKCR ROD STRUCTURE A APPROVED OY OTIIERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 pesoWINDOWSWDOORS 11 to ESTKNDWvrSTREETGRATZ, PA 17030-0370 0 5'a '% GENS •S SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 • = 52" X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS 3 STATE OF a^ CRt' Mr uw. NO. RLV i0 .' ii,. e S;°10mol •a 08—y l54G A i/S/Q611E: o sine e IE I4TS12/09/14 9 OF 14 2 1 /2" Mitt EDGE DISTANCE CONCR9_-TC/1«A:IJNH•; BY OTHERS •. ` " ,1 " I n. 1 1/4" MIN. OPTIONAL Ix BUCK —., , A SCC NOTES 3 - 7 • EMBEOMENt SHEET 1 __7 j 1/4" MAX. _ UACKER ROD ... /~ SHIM SPACE AP^ROVED ISEALANJI 3 / 16+" TAPCON j r — r _IEXTERIIOR —111 1. INTERIOR I SILL TO BE SET IN A BEU OF BACKER 00 APPROVcO 6c A°PROVEO f/ STRUCTURAL SEALANT n- SEALANT OPTIONAL IX RUCK SEE NOTE` F'E i r SH,M SPACE CONCRETE/MASONRY 1 UY OTHERS a ' e , VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REvlacvr-. AN otscrm110M GATE .—po"E RE TSED A14CI-OR SPACING h .-HART, U7/11/7016 R1- I 1 1/4" MIN. EMBEUMENI CONCRIETE/MASONRY -• DY OTHERS \ r OPTIONAL 1X BUCK l SEE rETTOTES 3 - 7 a I . 5HC1 I3/ 1C.' TAPCON I 1/ a` MXX I SHIM SPACE II INTERIOR FirMINEDGE 1DISTANCE I • EXTERIOR BACXER ROO t• APrROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEAWISONRY 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 peso IyyDOW DOORS I IL/0EST aKNDVt95 GRATZ, PA 17030-0370 GENs! SERIES 185 ALUMINUM SINGLE HUNG WINDOW lpy6T25 •• #= 52" X84" NON-IMPACT€`a FINLESSINSTALLATIONDETAILSWITHOUTFILLERpo•• TAT OF c1s< wn: vr: 'o. aTv F•;1QR10 • l'' 08 yc 546 n SS/OlVAL scar OASE NTS12/09/14 10 OF 14 1 /'2" MIN EDGE DISTANCE W000 FRAMING OR 2Y RUCK UY 'XI ICRS HACKERR ROL1 — }'f H APPROVE[) ROL) /}'— 1 /4" MAX. SEALANT 1 •IIIAI SPACE RIGID # 10 WOOD SCREW FILLER QS INTERIOR EXTERIOR UAICKER ROD k APrROVEO SEALANT WOOD FRAMING OR 2X EUCK BY OTHERS MEIN S I RUCTURI BY ,)TIRER! APPRO'%CI SEALAM' IIF------++}--- I I 3/4" MIN EDGE DISTANCE 1/4' MAX. r SHILL SPACE RIGID 11 rILLER 10 SMS OR SELF DRILLING EXTERIOR SCREW J rl I INTERIOR SILL TO BE SET IN A BCD OF APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER ROE SHIM SPACE APPROVE[ SEALANI r METAL STRUCTURE BY OTHERS 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 INACCORDANCE K1774ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A DEu or APPROVED STRUCTURAL SCA.LANI 1/4" MAX SIIIM SPACE Noon, Df%cmrmON OWE APPrIMTI) REVI$CD ANCHOR SPACING k CHARTS 07/11/7016 PL. i I/4" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPAL.0 II INTERIOR MIN EDGE DISTANCEC'f—1 S 10 WOOD J SCREW / L>Pa EXTERIOR FOOD FRAl.11N J J/ OR 2X BUCK BY OTHERS J t DACKER ROC) J & APPROVEDRIGID FILLER SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Il,_TAL — SIRUI:TURE 1/4' LIA.X, BY OT-IERS SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS r-amnr r r 3/4" MIN. EDGE DISTANCE EXTERIOR t RIGID BACKER ROD FILLER 4 APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650IyyDOWMARKEIS AND DOORS EST/,. STREEF\\\\\\S RIILo GRATZ, PA 17030-0370 GENs 9s i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 10„612` FINLESS INSTALLATION DETAILS WITH FILLERS/`/"yl'}/ 0 AT OF iFS'O(ORIaPmwN• vx; 10. 08 tv a46A t3\` sCwt NTS o"t 12/09/14 s'a511 OF 14 y 2 1 /2 Mill aE sKec rJJII Frif.F_ 0157ANCE acv orscmnnuw MrE 'r vEn CO'ICRLfE%MASOdIJY .' A REVISED ANCHOR SPACING k CHARTS 07j1Ij7016 RL BY OTHERS . e I 1 /4" MIIJ 01111014AL IX BUi,K — ° EMBEDMENT SEC NOTES 3 - 7 1 1/4" MIN. SIICCT 1 ~ EMBEDMENT CONCRETE/MASONRY I: EE NO L IX E— 7i/4" MAX _ BY OTIIERS SEE NOTES 3 - 7 BACKER ROT)—' SHIM SPACE < SHEET 1 k APPROVEDED ° SEALAN I RIGID j: 16" TAPCON 3/16" TAPCON 1 1 < ' / , ' MA ,vI' ; . FILLER1 i1 SIIIM SPACC INTERIOR EXTERIOR) i1`, _I INTERIOR 2 1; 2" i111J. EDGE if o15rAr10E / i\` EXTERIOR BAC{ER R017 RIGID & APPROVED III = FILLERI- ALANi SILL TO DE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETEMASONRYINSTALLATION BACKER R00 % ADPROVEO 3 A°PROVED % STRUCTURAL SEALANT \ / SEALANT OPTIOtIAL IX BUCK i / 4" MAX, NOTES. SEE NOTE 3 — 7 \ % I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SHEET I SHIM SPACC NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE xy OESIGNEO IN ACCORDANCE WITH ASTM E2112 CONCRETE/ MASONRY — UY HERS . SIGNED: 0711212016 MI WINDOWS AND DOORS 11a 11IIri,,, a < e •< 6GRATZ WESTPA 17030 0370 F `` N v *'G E N`y 1p SERIES 185 ALUMINUM SINGLE HUNG WIIJDOW _*• 9AT VO 52"X84" NON-IMPACT gFINLESS INSTALLATIONDETAILSWITHFILLER, `0 ty VERTICALCROSSSECTION O . to CONCRETEAMASONRYINSTALLATION LM vM•*- >ro• atv i FS ;°lpRlQ? Ni\ aa+ E NTS °AYE 12/09/14 08 so[ 512 OF Id A ,,/'%/ IOI111 1?`\\\ SCREW 7/ 16" MIN EDGE DISTANCE EXTERI 7/16" MIN EDGE DISTANCE 13 WOOD SCREW Il Jl flQl VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING 6i OTHERS 1/4' MAX. SHIM SPACE I" WCAU FRAMING - _ 114" MAX OY OTHERS SHIM SPACE j 1 INTERIOR 1 1 / 4" j r MIN, / EMBEDMENT -fir r A WOOD -- SCREW 7/ 1 B' MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISK46 ' OF%CMPMk CATS I Wv vwO REVISED ANCHOR SFACIHG k CHARTS 07/11/20151 PL. 1 4" MAX NOTES. SHIM SPACE 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 WOOD FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WES1 MARKEI STREE'l GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS QRayM• uw, tie. N.G. 08-02546 1E NTS 10A1r 12/09/14 s"" 13 OF 14 SIGNED: 0711212016 N EAT OF F•'c ORI'D'. • 2 3/ 16" 1 7%5" - —1 1T_ F 1 5 2 3/15 1 i—' 13/10 1(IL1 2 3/16" 2 3/1G" I I 1 F/1F.. t v1 FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM118501 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 l— 7. 3/16"' 1 3 3/8" 2 13/1 _ 3 3/4' 1 — J— Li — U 2 5/ 16" FLANGE FRAME SILL FINLESS FRAME SILL 1 CM-16502 cM-18554 FIN FRAME SILL FIN FRAME HEAD ALUM/NUM6063•T5.055'TH/CK ALUM/NUM606J•T5.055'THlCK CM-16509 CM-18508 ALUMINUM 6063-T5 055' THICK ALUMINUM 6063-T5.050' THICK 1 1 7/16" 2 3/81/8 ll2 5/10" ` 2 3/16" Ly LPi" LOCK RAIUSTILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM- 18505 CM- 16555 CM- 18504 CM- 18510 ALUMINUM 6063-T5.062' THICK ALUMINUM 6063•T5 050' THICK ALUMINUM 606.3-T5.-T5.055' THICK ALUMINUM 6063-T5.050' THICK 3/ 16'• -11 3/8" — 15, 16. 1" F 5/8'. / Jv 1 3 T SASH STILE GLAZING BEAD cM•raT5. 507GLAZING BEAD ALUMINUM6063-T5.050'THICK V• 663 V-185 RIGID PVC .060' THICK RIGID PVC .050' THICK nv) frc I RCv I OISCRInM7N I OArE I AvnFWEO 1 A I RENSC0 NiQiOR SPACING & CIIRRTS 107 l l/2016I R L. ' 1/ 8" ANN. - 1/8" ANN i- METAL REINFORCED pUIIL SPACER EXTERIOR INTERIOR 5/ 8" 91TC SILICUNC T— I i1 SEALANT SC- TIING BLOCK — GLAZING DETAIL A I-- 3/16" ANN EXTERIOR I INTERIOR t SILICONE 5/A" BITE ` ^ SEALAN r T- Ic- - sETnrJG LOCK GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON —IMPACT COMPONENTS CRAVM: vir MT. N. G. 1 08-02546 S. E NTS ""E 12/09/14 1 &"`ll14 OF 14 SIGNED: 07/12/2016 J` S R. L 04 v, • 1\0 E Iv T qiP 5. y, 1,0,E A. TAT OF o4: 0' F' c OR10P• , ijSIIONA j10 6` Florida Building Code Online Page 2 of 3 L Summary of Products FL ii IModel, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL35351 R4 C CAC APC 97429,01-109-47 Fin and Approved for use outside HVHZ: Yes 97435,01-109-47 Flanpe.pdf Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: LC-PG55. Glass must comply with ASTM E1300-04. Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DP55 As Tested 97429.O1.pdf FL15351 R4 it 188HS Flanoe Non -Impact Fastener Schedule 08-01023B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511588B.odf Created by Independent Third Party: Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 99775.01-109-47 Fin and Approved for use outside HVHZ: Yes Impact Resistant: No 99780.01-109-47 Flanoe.pd( Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FL15351 R4 II 1BBHS XOX Flame Non -Impact Fastener Schedule 08-01156B.Ddf FL15351 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775.O1.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B.Ddf Created by Independent Third Party: Yes 15351.3 HS 188 Fin Frame 73x62 Laminated Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 109-47-RO .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant, Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed outer lite, air space, 1/4" FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 3.Ddfannealedlaminatedglasscomprisedof2sheetsof3/32" glass and 0.090" thick PVB by Solutia. Glass was bedded in Verified By: American Architectural Manufacturers Dow 995 silicone with a 5/8" glass bite. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.4 HS 188 Fin Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/16/2019 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 2 sheets of 3/32" annealed with 0.090" PVB by FL15351 R4 11 Installation Instructions - 188 HS Impact FIN 73x62 Product 4.Ddf Verified By: American Architectural Manufacturers Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.5 1 HS 188 Flange Frame 173x62 Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D. Wind Zone 3. Certification Agency Certificate FL15351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.pdf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.Ddf 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=wGEVXQwtDgtH 85 72gvd WI au... 9/7/2017 Florida Building Code Online Page 1 of 6 N, uil - •I Business & Professional Regulation u•t•Yi, .'—lr":iil.7ri'i' "` • "" ".tl iiiririEiiall BPS Home I Log In I User Registrabon Not Topics I Submit Surcharge I Slats & Facu; Publications I FSC Stan I BCIS Site Map I Links Search I a d b l Product ApprovalrWaUSER: Public User t+ orexr+ Trrl+•a Product Approval Menu > Product or Aool2abon Search > Application LiSt > Application Detail i 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 6S Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Tear 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 Eauiv 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eouiv 20150319 - FBC - DASMA 115 eouiv.odf Product Approval Method Method 1 Option A http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQv,tDgv;yVVKJZ IQ... 9/21 /2017 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page = a 03/19/2015 06/12/2015 06/21/2015 08/10/2017 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-IA471: GDISP, GR1SP, GD1LP, GRILP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure. +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 6 Page 1/80 ffi Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WiNDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 101655-Rev12.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FLIS279 R4 C CAC W3 Listing Intertek.pdf 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, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 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). Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FLIS279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104175-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE& W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQ,A,tDgv3yVVKJZ 1 Q... 9/21 /2017 Florida Building Code Online Page 3 of 6 EvaluationIReportsICreatedbyIndependent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD15P, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GDILP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARILP, 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 windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 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-2F153: 73,1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 148B,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 budding 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 2609.1.4 FBC). 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 57G, 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 FLI5279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FLI5279 R4 C CAC W3 Listmo Intertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLI5279 R4 11 104028-Rev0l.pdf Verified By: ]ntertek 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® W3 Garage Door Certification Agency Certificate FLI5279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FLI5279 R4 C CAC W3 Listmo Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R4 11 104168-Rev0l.pdf Verified By: ]ntertek 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 FLi 5279 R4 C CAC Letter with proof of contract and proof of mspection,odf FLIS279 R4 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R4 II 101308-Revl2:pdf Verified By:,lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FLI5279 R4 C CAC Letter with proof of contract and proof of mspection.odf FL15279 R4 C CAC W4 Listmo Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R4 II 101652-B-Revll.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-1F471: 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, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of mspection.pdf Impact Resistant: No FLI5279 R4 C CAC W4 Listmo Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://vA-A-A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgv3yVVKJZ 1 Q... 9/21 /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 11 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-IF171: 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 Door18201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-11<479: Canyon Ridge/Brookstone Limits of Use Approved for use in 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). 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, SS, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD55, GDSSV, GRSS, GR5SV, ARSS, AR5SV, EDSS, ED5SV 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-2F441: G4S, GS4, G41L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, 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 proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listing ]ntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.ridf FL15279 R4 C CAC W4 Listino ]ntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104456-Rev0l.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.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection,pdf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 300159-B-Revl6.pdf 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 proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listing Intertek pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 103486-B-Rev08.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://v",w,A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDqv3yV VKJZ 1 Q... 9/21 /2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-21`449: 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 budding 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). 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 of inspection.pdf FL35279 R4 C CAC W4 Listino lntertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) 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.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino 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 101481-B-Rev13.Ddf windborne debris regions. 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® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL35279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant. No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure. +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL35279 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: Coachman/Settlers/Affinity 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) WINDCODEp W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL35279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL35279 R4 II 103046-Rev07.Ddf 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 FL35279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL35279 R4 II 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://vA,NA,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,ArtDgv3yVVKJZI Q... 9/21/2017 Florida Building Code Online Page 6 of 6 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL35279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure. +25.S 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 FLi5279 R4 it 104457-Rev02.Ddf 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) 7S, 190, 84A, 94, 42, 48, 55, WINDCODE® W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GDSSV, GR5S, GR5SV, AR5S, ARSSV, EDSS, EDSSV 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 FLi5279 R4 C CAC W4 Listing Intertek.pdf 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 Il 101731-B-Rev15.odf 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 O a Back Hert tad 0 Page 1/ 8 d m Contact Us :: 2601 Blau 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 low, 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 Sectkon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: M—M®0 __ M CfedrCaid Safe http://,,Arww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 9/21 /2017 CLASSIC' RAISED PAHEL EKM5S OOif-- -- W, WMg • 6 1RV aTL 1 CA 124 GA D0 es GA t7 GA WS t! GA d w D0 ro 7v' SHEET 1 OF 2 07 09/03 W ADDED INSULATEDM A, 91 1 - 1 73. 75 1 130% ISO 1 76 7tv 7•Y iB e9• s 061 05/19/05 UPDATED CODE REF. M00EL K IS FLUSH TA AAGE IEUSV RAIMP PANEL 0=3 DOM MODELS 23 GA 2s GA INS 27 GA 25 GA INS QlpA1' GOsz, GesSV. WILLEM" fiPJ2 GMSV Na1QSARTISTRT' ARTS ARSSV Wj& CARRIAGE NO= tees EDssv 0P10NAL OlAONO WAY BE STANDARD OR WIS al )SOSL 10S6OR 1WAVr RESISTANT 01AID10. SEE SCOW v SArvan R EALS. OMSTANDARDSL IS /3-1/E•.1r.AGROY[ A TWACrREs6pNT CLAM 0 a gg 1v0 FO01f IOOIBIO ONE 3'TALL . 20 GL 8 60 Ks MDL U-M p POI DOORSECTIONpP.OP „aR, oe+o L P[a.. Vp1a noL MaS O1N1 a v rneA I 'Lim l_ A I aua OPIONAL OUTSIDE KE1ID 10CLI PO9110N Oo RO. is YOI.. I R[ SHOW PANEL 901" SOOr I..OR umw 91ORT KYSFD- MAL 910KN. LONG '0.#S O' NU WORT %WMLL HOUSE ARE ALSO APPROWID. ioa a IIII. s/0• Wax 1EfA& 9CLe.ITS dT w1a oa Ulm 1so O SCRE1r4 0 * am rem W= ra DA. de xmoEe 1R DIISIIYr11Ylt NiNer I TLg ylEL SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL A" AND STANDARD CONSTRUCT DETAIL '9'; TRACK AND JAMB DETAILS. I mria= - PE IL SR01 COATED pMpGypQllppv. AX mBORI 0 of "n Sim M UP Tm DOOR mm OR vmw THE Um FOR THE UUOwE RSn wmm U00 ma"AOOOInOn N M 11010E on am an M SREISIAItIrML S1atOso ant (eon a ASGO-IO /0R M raumm ar4a10: 1) 01CL0® e1QmR 2J 00011 Np Y 01 SOM M eIIa0010'4 00 nw- 3) Nff ROOI Y01C AND I) TOisn 01 A904pOaIT STRI II61IIM9N 106 SIIC, 6OYMA71P0 I! A qWI® OF O[S 1 L6, WtY OOt0. y® USIn to M w O0m16 CATDGT RC.S 6GSRC LC a MEAN MY 1®R e CP fq glop ay eA16Et Iding Products wSOm. ONDUKE4w;o °'"" 513) 770-40W r TAIL U-M r Ra 20 Gl GALV ISI-EFL L 3.1 1_ 7n• 1}2 ak a". WED, w 11 fA .1 . HNOL VOI m r10IOSD t0 DO Sian aRll (4) "sa Ol2f fll L aasys AID ( 1p.yr s1lr sv.vo o vw Y. rr OIL_._a ft 00. Om O Q t AtrAd 1 DAN® r NrR w01OOs. sscinN u renr 1nTIn at" ENDS, a23,0 P3J. f -=A P39. TEST LOADS +37.3 P.S.F. • -Ie.0 SF. VDmNO m"6 NAL 9m1 srm W 4 9'W K 16'H SCL rm" CLASSIC AND CH 11 STEM PAN SME-cm IV as/- 32 PSP Tr 300159 BC SKIRT PAWL 1 Lam rmom K®EL 4r Rs MUSH 0 IMPACT RESISTANT ASSEMBLY OEIA1LSlDRAWING300169•A SECTION R-B (IMPACT -RESISTANT GLAZING OPTION( omL v AIMINFE aHr-« r°mlow, Alm— 10 rI.. W ov rmi mom nar. nam Wicm mIAW Pa. m am TrM m .R. I arm " now walOmmiA 1 w F o) a era Ta " m m nwW col lIOH sP . X/ r m me AMC.W wim iwsa'i e ia am STANDARD ASSEMBLY DETAILS DRAWING 300169• 8 MAN nVW 11114 Uv. OMMO EW MIIWN SWAM ROTC 1HAT FROM FROM a NUMBER TN1M ImaEMN N1aRc m NIUDO RMOm ME, UR NWwOL A. rrN NrVO .oe.. grimB9 A 1 AMC UIO AaLLAwL 7rIEKrL AQNIO a m""IUR Aral OR Ulm mma = mom toOOROMS AMM a0/gC RM DRIB am A401.LY MSiILIm M cOVSNIm: VAN on 7LLlNR U= M .ARE ROD --- --Im1I A THE rLamp 11 LCING COOS CA WEMAU 0%. AKDID WME vx; r oLTMm R®Na Qw. a ORV. Vrlm IIr.04>c!• AROMPAIM OF AAUM NNY enWNe J/B'.r u0 SCIRWS oN 2A L4nIEH1,. 1-1/B• 0O. WASHER REMARM W SDTEWS MAY BE COUNTERSUNK ( M NOf IIE01101ED) m PROVIDE A FUMN WIM ING SWACG HIOIROHTAL VA m00ROf1RN6FEI1LOW41RWTR `yl uuR ATOeOOMf r -.e erY eR i K.n w eeHeaYF R W4 J/B•.J• REEVE 9I0100 BOLTS ON x/• COMA (2.000 FS IO L COKCREn TNSIBIO HALVED WITH SLWE ARCHOM 011 1/1•. rUPONSCREWS 00 24• CENIETS (LOW PO Not. WNLTRTD ON 1M COMA (C-N sOCR). 1. 0.0. WMERS RMUNRED WITH TIPCOS NICWRRS MAY SE OORMRR4RM (BUT N REVUIRD) m RIIOYmE A AL91 NOIMIOO SUWJILL NORROTTAL 7HIBS OD fAf TRAI@q IaW. Onfil MAIM • PETER m WSW T05-141. A UR11OD OEM rlmiES901MIL MAY ALSO M ORIOYI TO Af"WVC ALTERNATE rASTERM AO/0K VAW COFIG M110NS. SHEET 2 OF 2 xA YELLOW STD HOLROW BY COOK DISOILDI (TOmm NmE JAM 20 G 101. OLV. SNFL E10 STIE 20 G OALV. STEEL. INTM STIE 12 G MY. STFEL 1R1L1t BMLIRTS rASIFN[D j0 M000 .IAI® 1B G QALV. f9mE WRIT n S/ 10•.1-0/B' VO 901EM 0d1 IO10E EAS"m m PER 1RAC1I BRALSRT. sIK1E4 1111N (p W DW WEVAL r CrLV. STEEL, TRACK FASTIMM m 3C MV5. SEE VIEW V. 12 G mv. STEEL, TWIST BRACETS. 14 G OALV. ROLLER HOME. EACH HIDE TWO( ATEACIED TO EACH BRACKET Fan= To EEO ST m WIIII (1 HA WITH ONE 1/{•. 0/S• BOLT At OR OBEY WTAL SORBS AND (44 11A'.3/dA~SELF TWO I/1. OA "am TAPrOO SCTEWl. SEE vRW 3'. r 10 BALL SHORE STEM STEEL. FDJETK wm STEEL OR NYLON ME. DID: THE OEM OF THE SUPPORTING 99M CMK EUNINIS SWILL R THE RESPONSOUrY or TIE PROFESSIONAL OF RECORD TOR THE BUIDHO EAR STRIICNIR AND M AOCOROONCE WIN WORNT BRID010 WOES POI( THE LOADS WTED ON THE 0RAWM. L8:1 aL3i M F.C. HWM WESTE6mD. I SEE REVISION Clopay ng Products IMIASWH n seLvo, env (S13)'7T0- a0W NUL TRACK OONFDUMION ABOVE TIE DOOR OPIDEM ODES NOT AFFECE nE 14140 LSD MTM6 OF DOS DOOR IF VAL wm AM ODm 11 10MORf. UOTOPBRACKET 4% OlR STEEL RAW OpANTH DO E FQQLONCL AIrl ftAQWR TRAM OW OL MCA "mA67:.O.r 1 1Yr. !- 1/L•A7 G CXV. STEEL TRACK FORT. TRACK FOm3 rm Ta fieAtli— oaaa WAR r TNL TrieO K 11 mL wmmr TOL 0 REAL T 041 115 amammm" WALL MY OaOID 002" W.0 m Mamm OMMU MORON IA.' rm NM[ DEAL v Rm. OE9CN LADS: + 2&0 F.S.F. t -32.0 AF. TEST talm, +37.3 P.S.F. t -4" r3r. UIOa Pomp= CoxNIOLOAM RAIDa IlatG 315. AN- 2F151 W4 9'W x 16' H 9/23/96 OEwwTm1 cHAs.9e Alm a RP STEEL TAN N 9NOE-CAL /V 25/-32 PSF MWW B 300159 8C Florida Building Code Online Page 1 of 3 c c a ' t SCIS Moore I Lop In I User Registration Mot Topics Submit Surcharge Slats B FaCts Publicabons FBC Staff ; BCIS Site Map Unks search br Dfl 001%•w Product Approval USER: Public User fu r •" s Product ADprOVal Menu > Produce or Application Search > Application Lnt > Application Detail FL # FL15349-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 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 6G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/18/2016 Date Validated 11/18/2016 Date Pending FBC Approval Date Approved 12/01/2016 Year 2008 2008 http://vA-Arw. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wlan... 9/7/2017 Florida Building Code Online Page 2 of 3 2 Summary of Products FL ii I 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.Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 RS II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.Ddf 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.Ddf 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.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.Ddf 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.Ddf 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 II 08-02948.Ddf 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 FL35349 R8. C CAC APC 8272.Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.Ddf 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.Ddf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Venfied 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 512278B.Ddf 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.Ddf 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 11 08-01613B.Ddf 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 FLIS349 R8 AE 512277B.Ddf Created by Independent Third Party: Yes 115349.6 1 185 PW Impact 173 x 61 Insulated Laminated Glass I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.odf 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 11 08-02947.Ddf http://vA-A-Ar.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIan... 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.Ddf Created by Independent Third Party: Yes Bark Nerrt Contact Us 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. CoOvncht 2007.2013 State of Florida. •: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonda law, email addresses are public records. If you do riot 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), Flonda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: C-Me—MOM®0®® Credit Card Safe http://,A-A,w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIan... 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. IX 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 86 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REWSIDNS Q9CRI RON DATE I APPRIMI) 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 #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.0487 FY-33KSVFU-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. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 11/15/2016 MI WIND DOORS, LLC 11L o i/ oWw. MARK 51R EGRATZ, PA 17030 i •G NY*. 9d+'-- IKO6 *= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT NOTES 0, TAT OF to FScCOR10; G 6RMW*. INIC ND. ftv 08 —0235 B LUI6 R. Lomas P.E. FL No.: 62514 wur NTS °ATE 09/03/14 s'w 17 OF 12 L.ROBERTOLOMASP.E. IIJ2 WOODFORD RD LEWISVILLE, NC 2707J 434•666-0609 Abmsd*bnmsM eom 72 1/2" MAX FRAME WIDTH — 6" MAX —r — 18' MAX O.C. _I 6' MAX L 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW i 1 6t S2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 1- 72 1/2' MAX FRAME WIDTH 1 6" MAX — 18" MAX G.C. 1 — 6" MAX 6' / 00 71 1/2 1e MAX MAX O.C. FRAME T HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 dl /2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOUIRED DESIGN PRESSURE RATING IMPACT RATING f60.OPSF NONE NOTES: 1. MAXIMUMO.L.O.: 69314•X663r4' REVtSI" REV DESCRIPTION WItE APPROVED A REVISED INSULIATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.4 CHARTl1 Number of anchors required (Wlthoul rigid fillers) Frame Frame width in) Wight 24.00 1 30.00 36.00 42.00 4100 1 5400 60.00 1 6600 7260 In) H65 pambi HiS am0 His Ps.b His Jamb H&S Pombi 0415 Jemb His Pambl HIS amb L&S amb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 30.00 2 2 2 2 3 2 J 2 3 2 4 2 4 2 4 2 5 2 30.00 2 3 2 3 3 s 3 3 3 3 4 3 4 3 5 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 S 3 8 3 41.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 6 3 6 3 61.00 2 1 2 1 3 3 4 3 1 4 4 s 1 e 4 7 00.00 2 4 2 4 3 4 3 5 3 S 4 S S S 6 S 7 S 16.00 2 1 2 1 3 5 3 5 3 6 1 6 S 6 6 e 7 6 11.10 2 S 2 S J 5 3 6 3 6 4 7 S 7 6 7 7 7 CHART 12 Number of anchor; required (With rigid fillers) Freme Frame width (in) Fllghl 24.00 30.00 3100 42.00 4100 1 54.00 0.00 1 66 00 7260 In) His mb H65 am0 HiS amb LAS mb His Jmb H&S Jamb His Jamb H&S Jamb H&S Jamb 2 2 2 2 3 2 3 2 7 2 4 2 4 2 4 2 5 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3V48.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 2 1 2 1 J 4 J 4 3 1 4 4 4 1 1 4 5 4 2 1 2 1 3 1 J 4 3 4 4 4 4 4 4 4 5 4 71.60 2 1 S 2 5 1 J 1 S 1 3 5 3 S 4 5 1 5 4 S 5 s SEE SHEETS 4.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION do CHARTS J.L 1 08-02357 sr NTS — 09/03/14 1-2 OF 12 L. RMERTO LOMAS P E. 1432 WWOFORD RD LEWISVILLE. NC 27M 94-M-0609 r00masohkmawe.wm SIGNED: 11/15/2016 11R I Ito r•.GENS •,P o 6 *' A T OF ORIO' G` e`. Will R. Lomas P.E. FL No.: 62514 71 I FI HI 6 MAX 72 1/2- MAX FRAME WIDTH — Ir—r 18" MAX O.C. Ei— MAX O.C. LAX AME IGHT j 6" MAX REFER TO CHART p3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX — 18" MAX O.C. 6" MAX 18 MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART p3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING J:60.OPSF NONE NOTES: 1. MAXIMUM O.L.O.: 69 3(4' X 68 y1' REVISSIOM OESOUP110" MR I WPRMO REVISED INSTALLATION OEWLS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/18 1 R.L CHART I7 Number of anchors required ffin Inslalladon Fame Frame width fin) Wight 2400 J0.00 36.00 42.00 48.00 54.00 0.00 1 06.00 72.50 Ilnl H&S Pembi H&S Pamb HSS jJamb His Pomb Hl5 Jamb H35 Vemb H6S Jamb H&S Jamb 1I65 Jamb 24.00 J 3 7 J J J 4 J 4 J 4 J 5 7 s J 6 J J0.00 J J J J J J 4 J 4 J 4 J 5 J s J 6 J 36.00 J J J J J J 4 J 4 J 4 J 5 J S J a J 12.00 J 1 J 4 J 4 1 4 4 4 4 4 5 1 S 4 6 4 48.00 J 4 J 4 J 4 4 4 4 4 4 4 S 4 5 4 6 4 54. M 4 J 1 4 4 4 4 4 4 5 4 5 4 6 4 00.5 J 5 4 5 4 5 1 S S 5 5 S 6 S 40.S J S 4 5 1 5 4 5 S 5 5 5 6 5 71.6 J 1 6 1 4 1 6 1 1 0 4 6 5 6 51 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 rk CHART J.L. 08-02357 scKc NTS — 09/03/14 —3 OF 12 L RMERTO LOJAAS P.E. 14321VOWFORO RO LEWISVILLE. KC 27023 434.6m-OW9 dbn CM SIGNED: 1111512016 It • \ J\S G I N to q iES4 •'!' t:t0 ISTATE OF , w RW i0F c<ORIaP• A." B ONA 11 aG\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. rEDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS BACKER ROD SHIM SPACE k APPROVED SEALANT 10 WOOD SCREW EXTERIOR ,_,___,__ 010 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED 1/4" MAX. SEALANT SHIM SPACE WODD FRAMING OR 2X BUCK 1 1/4- MIN. BY OTHERS EMBEDMENT I 1/2" MIN r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE 1/2' IN. EDGE DISTANCE 1 INTERIOR A10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER R00 k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD do APPROVED SEALANT EXTERIOR BACKER ROD do APPROVED SEALANT STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE i i '^ 3/4" MIN E DISTANCE 1 /4" MAX. SHIM SPACE 10 SMS OR LF DRILLING BREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/a' MAX. F SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX. r SHIM SPACE INTERIOR 10 SMS OR SELF DRILLING SCREWS ARF;;fEXTER'ORMETAL STRUCTURE BACKER ROO BY OTHERS k APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RENSE7N5 • REV OESCOMMM OATE I APPRWE0 A REVISED INSTALLATION DETAILS 06/01/15 RL. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. SYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 0j%l1IIIII//z R • oM GRATZ. PA 17030 r •VG Eli$ 673" SERIES 185 ALUMINUM FIXED WINDOW*• X 72" NON —IMPACT FINLESS 9ATINSTALLATIONDETAILSWITHOUTFILLERSSOF t`" DRAWavcNo. RV J. L. 08 357 B SS1VA I aG\x P FL No.: LUIS R. Lomas asP.E. 50 DUEWALENTS09/03/14 4 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVRLE. NC 27023 234- M-0609 Alxn&s@*bmdww. REVISIONS - REV OESCRWTION OAR: APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. OPTIONAL IX BUCK 1 1/4" MIN. n EMBEDMENT SEE NOTES 3 - 7 EMBEDMENT SHEET I I1 v . CONCRETE/MASONRY BACKER ROD 1/4" MAX. BY OTHERS 1/4' MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET I 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT 1/4 MAX' 2 1/2 OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE a SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1/4" MIN. APPROVED EMBEDMENTa •' . • • SEALANT JAMB INSTALLATION DETAIL CONCRETE(MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. LIII'"'ii J S R• Lp// CRATZ. PA 17030 v••GENS NOTES* SERIES 185 ALUMINUM FIXED WINDOW*• 0 6 •* 1. INTERIOR AND EXTERIOR FINISHES.BYOTHERS. NOT SHOWN FOR CLARITY 73" X 72" NON -IMPACT r 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE FINLESS INSTALLATION DETAILS WITHUT FILLERS DESIGNED IN ACCORDANCE WITH ASTM E2112 70, TAT E OF O SDRAWNO. REV 08-01EZ 357 B OR1aP i7s ONAW^E artNTS 09/03/14 5 OF 12 I0 L. ROSERTO LOMAS P.E IQ2 WOODFORD RD LEWISVILLE. NG 27023 Luis R. Lomas P.E. 434-MO•0609 nbnusD6bmasRe com FL NO.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2x BUCK EMBEDMENT BY OTHERS 1 /4" MAX. BACKER ROD SHIM SPACE APPROVED SEALANT RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIC10 FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT l- 1/2" MIN. EDGE DISTANCE II10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS r 1/4" MAX. SHIM SPACE r RICID FILLER INTERIOR 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 METAL STRUCTURE BY OTHERS 3/4 MIN EDGE DISTANCE 3/4" MIN I EDGE DISTANCE 1 /4" MAX. r SHIM SPACE ICID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/a- MAX. F SHIM SPACE II 3/4" MIN f--F EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIORMETAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RMSIDNS REV DESCRRTDN GATE APPRWEO A REVISED INSTALLATION DETAILS 06/01/15 RL B REVISED NAME AND ADORESS i 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 1aMnDKST.`\\J\S to 9% T GRATZ. PA 17030 1,•• GENS,• ,p1-0A SERIES 185 ALUMINUM FIXED WINDOW 1Oy6FO73" X 72" NON —IMPACT 7//. ( FINLESS INSTALLATION DETAILS WITH RIGID FILLERS STATx DRAWM owc No REV R • Aa 4 oa1or • \`' OB s/01M. SCALENTSaTE09/03/14 sNE2 67 OF 12 10 L. ROBERTO LOMAS RE 1432 WOODFORD RO LEMSVILLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514 4Ja-6Cl-MN Aomas OabnmWcom REVISIONS ' REV OESCRIPRDN IT APPROVEO 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. OPTIONAL IX BUCK SEE 1 1/4" MIN. EMBEDMENT NOTES 3 - 7°' EMBEDMENT SHEET 1 F CONCRETE/MASONRY BACKER ROO1/4MAX, BY OTHERS 1/4" MAX. APPROVEDSHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/ 16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD do APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE v SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS e •• 1 1/4" MIN. APPROVED n' • EMBEDMENT SEALANT JAMB INSTALLATION DETAIL a` .. CONCRET&MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: 11/15/2016 NOTES I INTERIOR AND EXTERIOR FINISHES.BYOTHERS. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 011I IIIII///i r •\GENS:9J,% oy61251 t * SERIES 185 ALUMINUM FIXED WINDOW NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE OESIGNEO IN ACCORDANCE WITH ASTM E2112 73" X 72" NON-IMPACT€6y,q= FINLESS INSTALLATION DETAILS WITH RIGID FILLERS F 1, TAT O[yam 0 R10P • \ `` i sS pNA 11EaG`\. DRAwN. J. L. ORC NO oa- 2E357 REV 9 LE a>E NTS09/03/14 7 OF 12 L. ROBERrO LOU45 P.E. IM WOODFORD RO LEWISVRAE. NC27023 4344611- wo 'fiMwS@*tMSpvc= Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1/2" MIN. r EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE 1/2' MIN. EDGE DISTANC INTERIOR 10 WOOD - SCREW WOOD FRAMING EXTERIOROR2XBUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE F 3/4" MIN. " 1/4" MAX. SHIM SPACE 10 SMS OR ELF DRILLING CREW EXTERIOR INTERIOR J10 SMS OR SELF DRILLING SCREW BACKER ROD k RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE + VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 7 3/4' MIN. INTERIOR EDGE DISTANCE REVISERR REV DESCRMION CATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 RL. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WINDOWS DOORS, LLC IR ILL/o9MNDKJ\S 10 SMS OR GRATZ. PA 17030 v•\GENS d' SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT SELF DRILLING SCREWS Dy6 26 # rftk p7w` METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS p; TATE OF STRUCTURE BACKER R00 do tr E`s;: E, 0R%0 G`\`` DRAW" owc ND' RE1E BY OTHERS APPROVED SEALANT J.L. 08-02357 77s/ANAL a\\\ NTS DATE 09/03/14 T8 OF 12BEHINDFLANGE III1111111\\ JAMB INSTALLATION DETAIL Luis R. Lomos P.E. L. ROSERTO LOMAS P.E. METAL STRUCTURE INSTALLATION limVOOOFORDRDLEWISKI.E.NC27023 FL No.: 62514434,M AlWW5@&tVMS COM REMSIONS ' REV OESCRWMN DIVE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 RL EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a' 1 1/4" MIN. a 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7' SHEET 1 v CONCRETE/MASONRY BACKER R00 Ec 1/4" MAX. BY OTHERS 1/4" MAX APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK v ISEENOTES3 — 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/I6" TAPCON BACKER ROD do APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX. 2 1/2 SEE NOTE 3 — 7 SHIM SPACE EDGESHEETI DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD do BY OTHERS A APPROVED SEALANT e ' 1 d a• EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL a : a : CONCRETEANASONRYINSTALLATION a ' 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WIND DOORS, LLC Lt., oWw. MnDK L1o*9'' ST.\\`J\5 ENS* GRATZ. PA 17030 G.,p SERIES 185 ALUMINUM FIXED WINDOW 73" %- 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS y0 , TAT OF iiO tcs. F OR1aP G t ORANN• ow0 ND. REv J. L. 08 a S/pNA11 0\ LUIS R. Lomas P.E. FL No.: 62514 a1E s02357 NTS09/03/14 9 OF 12 L. ROBERrO LOMAS P.E. 14i. 2WOODFORD RDLEWISVR•LE. AC 27023 4344m- om laxftsoftm p a. r 1/2" MIN. I EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. METAL 3/4" MIN EDGE DISTANCEOR2XBUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROO & SHIM SPACE APPROVED SEALANT BACKER R00 & BEHIND (LANCE RIGID FILLER APPROVED SEALANT RIGID FILLER 10 WOOD SCREW BEHIND FLANGE 810 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER R00 & RIGID FILLER BACKER R00 & RIGID FILLER APPROVED SEALANT JE 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX r SHIM SPACEI WOOED)FRAMING 1 1/4" MIN. METAL OR 2X BUCK I EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 3/4" MIN 14 I 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DIsrANc INTERIORI 10 WOOD - SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER Ir3/4" MIN. INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER R00 & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS ' REV OESCRUnION W.7E APPROVED A REVISED INSTALLATION DETMLS O6/0I IS RL. B REVISED NAME AND ADDRESS I 10/27/16 I 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 AS TM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS oRAwfr owc No aE, J.L. 08-02357 B sysE NTS a`TE 09/03/14 $"EE"10 OF 12 L. ROBERTO LOMAS P.E f4J2 WOODFORD RD LEWISVXLE. NC 27023 434-0S9-0609 Abm6 616fOr1V50Reorrl SIGNED: 11/15/7016 0 61 *= ATAOF F, iicS F RIOP G?N ONA 11E`\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD do APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROO do - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE 4 , a14. 1 1/4" MIN. 4 EMBEDMENT 1/a" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. SHIM SPACE 414 1 1/4" MIN. a EMBEDMENT 4'' 4 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION R&MONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 9 REVISED NAME AND ADDRESS 1 10/77/I6 RL. 1 1/4" MIN. EMBEDMENT v CONCRETE/MASONRY BY OTHERS 1/4" MAX. rlOPTIONAL1XBUCK SHIM SPACE SEE NOTES 3 — 7 SHEET 1 RIGID FILLER v 3/ 16" TAPCON INTERIOR 2 1/2" MIN. EDGE v DISTANCE EXTERIOR BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EL7112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72- NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN; OWf NO REV J.L. 08-02357 8 sCuE NTS I `E 09/03/14 1 swu I 1 OF 12 L RMERTOLOMASP.E. 14M WOODFORD RO LEWISVII.LE. NC 27023 434-W-0609 Abmas@&bmnw oam SIGNED: 11/15/2016 to GENS A TAT E OF • N I ORIOP G``.. NA 11 a\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION OATS APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED B REVISED NAME AND ADDRESS 10/27/16 R L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 06 WOOD WOOD SCREW FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE 1/4" MAX 3/8" MIN MOOD FRAMING BY OTHERS I SHIM SPACE EDGE DISTANCE 6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1 /4" MIN. EMBEDMENT NOTES: 1/4" MAX I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SHIM SPACE APPROVED NOT SHOWN FOR CLARITY. I SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED INACCOROANCE KlTHASTME2112 3/8" MIN 3/8" MIN EDGE DISTANCE EDGE DISTANCE 6 WOOD WOOD JAMB INSTALLATION DETAIL SCREW I 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' on NO. J.L. 1 08-02357 swE NTS o"TE 09/03/14 1 s"M 12 OF 12 L ROSERTO LOKAS P.E. 14M WVODFORD RD LEMSVILLE, NG 27023 434-M4M 4bwas@61wnasPs coin SIGNED: 11/15/2016 a 61 t A40.TATE OF .04F 1 6/01VA 1`00\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 fig -l61 i .Professional,a t 1! •, F.'"':'+r'7'• cLt.'s1""'' ' Jam` .'.i SCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge I Stats & Facts { PubkCations I FSC Staff I SCIS Site Map I Links Search IOf'Cb r Product Approvaldpula,yy. cm aad USER: Public User trf:e Product Approval Menu > Produtt or Appl,catlon Search > Application List > Application Detail FL * FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R2 COI FLCOJ.odf 1710.5.3 Method 2 Option B http://vN-.vw.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.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 512072A.Ddf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 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.Ddf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512073A.Ddf 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 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01442A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 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 11 08-01451A.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 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 115353.7 1 CM-18523 I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 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.Ddf span - 104-1/4". Created by Independent Third Party: Yes 115353.8 1 CM-18531 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01443A.DdF Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://ww-A,.floridabuilding.org/pr/pr_app_dtl.aspx?param= A,GEVXQwtDgtH8572gvdWIS... 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.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 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 I] 08-01454A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A.odf span: 104-1/4". Created by Independent Third Party: Yes BackI Next Contact Us .: 2601 Blau 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 Fonda 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 85D.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: t ® w t a Credit Card. Safe http://wvtrw. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtH8572gvdW] S... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH = WI + W2 2 REVrAON9 REV I DES'CR!PDON OME APPROVED A I REVISED INSTALLATION DETAILS 06/10/15 R.L. 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER) 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CUP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. TABLE OF CONTENTS ' SHEET NO DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: Dwc NO. V.L. 08-01439 SCREE NTS 0"E 01/11/12 —I OF 3 SIGNED: 0611112015 N,\\\\51 R I IC 0'; F At 0 5 t: QTATE OF ;t6 i tt`• FZORIOA • SS/ONA 100 G` 107 3/8" T OMBINED WIDTH WI -II` W2 3- 81 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 107 3/8' COMBINED WIDTH-[ 83" LINFRAME HEIGHT WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTHFW_ 1 -II` W2 83" 1 WINDOW J FRAME HEIGHT WINOO lWINDO MULLION J SPAN)1 1 1 WI W2 - 107 3/8" COMBINED WIDTH Design pressure rating s Mullion span (In) Tributary 1&13 25.50 width (in) 36.00 42.00 48.00 52.13 25.00 130.0 130.0 1300 130.0 130.0 130.0 37.38 1300 130.0 1272 127.0 127.0 127.0 49.63 1207 94.3 77.9 73.8 72.1 720 62.00 710 52.2 39.7 359 33.4 32.3 65.63. 59.6 43.7 33.0 29.6 27.4 26.3 721 44.9 327 24.4 21.8 199 190 84.00 28.1 20.3 15.0 13.2 11.9 11.3 LARGE AND SMALL MISSILE IMPACT, LEVEL O. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIDTH WI -Ir W2 8I., FRAME11' [J/ IN HEIGHT MULLION SPAN) ! ` F_ 107 3/8" COMBINED WIDTH w1- IF w2 ! 83" 1 J WINDOWFRAMI HEIGHTMULLION SPAN) 1 1 1 wl IF^ W2 107 3/ 8' COMBINED WIDTH FR HE MU SF REV I DESCRIPTION DAIS I APPROVED I A REVISEOINSTALLATIONOETAILS06/10/I5 E. R 073/ 8" COMBINED WIDTH Fwl --IF-- W2 A/ IGHT 1 WINDOW WINDOW AN) N) W1W2107 3/8' APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 XW AS SHOWN HEREIN. Design pressure rating ( ps J Witt; rebar o tion Mullion span (In) Tributary 18.13 25. 50 width fin) 36. 00 42. 00 4&00 52.13 25.00 130. 0 1300 130.0 130.0 1300 130.0 37.38 130. Q 1300 127.2 127.0 1270 127.0 49.63 120. 7 94.3 77.9 73.8 72.1 72.0 62.00 924 70.0 533 481 448 434 65.63 80. 0 5&6 44-2- 39.7 35.7 35.3 72.00 60. 3 439 32.8 29.2 26.7 255 64.00 37. 7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 2u wiv- MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030- 0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN. OwC NO. REV V.L. 1 08-01439 A NTS 1 °"IE 01 / 1 1 / 12 15NO' 2 OF 3 SIGNED. 0611112015 e 1 I fir== I I I I I I I III 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 1 /4" TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8 MIN. EMBEDMENT rl 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. WOOD FRAMING/ 2X BUCK BY OTHERS 3.261" 1.375' j- 3.250" 4.000" REVISIONS REV DESCRIPTION DATE APPROVED_ A REVISED INSTALLATION OEGILS 06/10/15 R.L. 3.750" 1.000" 0 375" 0 422" 2.032" 2.875" 0.844 3- 2X 00.210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MT000022 CLIP 16GA (.0637 GALVANIZED STEEL 3.750" 2.189" — It " 0.375" F-- 2.140' —I T 1.125" O.SJ43 J T 2X 00 210" 1.562 SECT5764 MULLION ALUMINUM 6005-T5.125' THICK 1.562" a f-- 0 688" J SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK 1.53n-1 1' SIGNED: 0611112015 MI WINDOWS AND DOORS I11111111,, RF-1852REBAR 16GA(.062) GALVANIZED STEEL, 650 WEST MARKET STREET GRATZ, PA 17030-0370 5 R',LO/// v •*\GENSF 5764 — VERTICAL MULLION*• 0 6 - 83" MULLION SPAN INSTALLATION DETAILS AND COMPONENTS 10 • TAT OF DRAWN: Nfc ND. REv FS;:,<OR1a* L. A0850011 S/ONA'ISa\\\\ T439sDATENTS01/11/12 3 OF 3 Florida Building Code Online Page 1 of 3 amaa aC1S Horne Lop In I User Registration i Mot Topics Submit Surcharge Stats 6 Facts ; Publications FSC Stag SCIS Site Map Unks I Search Blida Y ::: Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detall FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Vie)o, 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 1' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 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. j Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 Col 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 Eouiv ASTM C1186 Equivalency Signed.odf http://,A ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgvRk6bsvZ66FC... 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 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL it Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to FurrinD.pdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cempanel Sidino.odfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.pdf 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.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.pdf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 11 ER RIO-2578-15 Panel to Furrino.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 11 Install HardiePanel Sidino.pdf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.pdf 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.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.pdf FL13223 R3 AE NOA 15-0122.04.pdf 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.pdf FL13223 R3 11 ER RIO-2578-15 Panel to Furrino.pdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Sidino.odfImpactResistant: N/A Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.r)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.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furdno.odf FL13223 R3 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes Back 1 He.t The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad It 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 it you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: YI iclRl http://www.Doridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 C:+eot: Card Safe http://,tA w",.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE I6,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 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 EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered In this evaluation: HardiePanel® Siding, CempaneND Siding. Prevag- Panel Siding EVALUATION SCOPE: ASCE 7.10 2014 Florida Building Code 20121ntemational Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust windfspeed to be resisted by an assembly of HardiePanel (Cempanel. Prevail Panel) siding fastened to wood or metal framing with nags or screws. REFERENCE REPORTS: 1. Irdertek Report 3067913 (ASTM C1186) Material properties HardleParoel Siding 2. Ramtech Laboratories Repon.IC•1270-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fe wood shills spaced at 16 inches• on corder with a 6d common galvanized nag 3. Ramtech Laboratories Report IC.1271-94 (ASTM E330) Transverse Load Test, 5116• Thick by 48 Inch wide HardiePanel Siding installed on ZX4 Hem -Poor wood studs spaced at 24 Inches ontiedler with a 6d common galvanized nag 4. Ramtech Laboratories. Inc. Report 10868.97/1475 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on ZX4 Group III SG=0.36 wood studs spaced at 16 inches on corder with a old. 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nag S. Reattach Laboratories. Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4• Thick by 4B inch wide HardiePanel Sidirg' installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in. long X 0.323 to head diameter ribbed bugle head screw 6. Reattach Laboratories, Report IC=1055.89 (ASTM E330) Transverse Load Test, 1/4- Thick by 48 Inch wide HardiePanel Siding installed on 209auge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0,323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test,114' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ETSF 0.100 in knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report 1C-1273-94 (ASTM E72) Rae" Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on ZX4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized rag 9. Ramtech Laboratories Report IC-1274.94 (ASTM E72) Racking Shear Test, 5/16• Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Flr wood studs spaced at 24 inches on corder with a 6d common galvanized nail 10. Ramlech 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 nag 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racing Shear TesL 5116• Thick by-48 inch wide HardiePanel Siding installed on 2X4 Hem -Fs wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. king X 0.323 in head diameter ribbed bugle head screw 12 Ramtech Laboratories Report 11284-99/1580 (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 corder with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@)ameshardie.com TEST RESULTS: Table 1a. Results of Transverse Load Testing RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET "43 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2556.15 Fastener Spacing rim, Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in.) Suppotts Supports Fastener Type PSF) PSF IC-1270.94 Ramlech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramlech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramlech 0.3125 1 48 2X4 wood Hem -Fir 24 1 4 4 1 6d common 143 47.7 10868-9711475 Ramtech 0.3125 48 2X4 wood. SG k 0.36 16 4 8 4d. 0.091 in. shank X 0.225 in 90 30.0HDX1.5 in ring shank nail Min. No. 20 gauge X 3.625 in. X Min No 8.X 1 In. long X 0.323.In IC-1054-89 Ramtech 0.25 48 1.3751n metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw Min. No. 20 gauge X 3.625 lit. X Min. No 8 X 1 in. long X 0.323 in IC-1055-89 Ramtech 0.25 48 1.37.5 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Min. 20No20gauge X 3.625 In. X ETBF 0.10D m. knurled shards X 11149. 98/1554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in heed 170 56.7 diameter pin fastener Min. No. 20 gauge X 3 625 in. X ETSF 0.100 in. knurled shank X 11149. 98/1554d Ramtech 0.312548 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in head 101 33.7 diameter pin fastener 1. www80111 LOOP R the UxOmate L0110 orvroeo Dy a rector or eatery or i. 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A No"slieslos Fiber -Cement Flat Sheets. Table Ib, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls''= Fastener Spacing r 1 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Loads Loads Report Number Test Agency in.) in.) Frame Type in.) Supports Supports Fastener T Pit) IC- 1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC- 1273-94 Ramiech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC- 1274-94 Ramlech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC- 1274-94 Ramtech 0 3M 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10868- 9711475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 4d, 0.091 in. shank X 0,225 in. 595. 4 198.5 HDXi.5 in long ring shank nail Min. N 2D o. 20 gauge X 3.625 in X Min No 8 X 1 In. long X 0.323 in IC- 1057-89 Ramtech 0.25 48 1.375 in metal stud 16824 6 6 head diameter ribbed bugle 990.0 123.8 head screw Min. gauge X 3.625 in X . No2020ETSF0.100 in. knurled shank X 11284-99f1560 Ramiech 0.3125 48 1.376 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 1227.0 153.4 diameter pin fastener Min. No 20 gauge X 3 625 in. X ET&F 0.100 in. knutied shank X 11284-99f1580 Ramtech 0.3125 48 1 375 in metal stud 24 4 8 15 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 load is based on the average toad at 1/8 Inch net deflection. 0\\\111111 I I I l I I11 J// j/ OG.4 Q;G R IFIC,q,A 2412- A _ . J. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556.15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load rapacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards. Via the transverse bad 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 bad 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 with 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 26.5-1C. 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, load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, qr=0.00256'K.'K,r'Ka'V= ref. ASCE 7-10 equation 30.3-1) velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Km , topographic factor K, , wind directionality factor V , bask wind speed (3-second gust MPH) as determined from 12012 IBC. 2014 FBC] Figures 1609A, B, or C: ASCE 7-10 Figures 26.5-1A, B. or C Equation 2, V=V,a (mt. 2012 IBC 6 2014 FBC Section 16021 dermNiore4 Vo , ultimate design wind speeds (3-second gust MPH) determined from 12012 IBC, 2014 FBC) Figures 1609A, B, or C: ASCE.7.10 Figures 26.5-1A. B, or C Equation 3, p-gr'(GCp-GCP) (cal ASCE 7-10equation 3a6-v GCp , product of exte'me) pressure ooefficlent and gust -effect factor GC; . product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitrXe q, into Equation 3, Equation 4, p=0.00256-K,'Ka'ICe'V 7'(GCp GCP) Allowable Stress Design, ASCE 7-10 Section 2.4.1. load combination 7 Equation 5, 0.613 + 0.6W (ref. ASCE 7-70 section 2.4.1. load combination 7) D , dead bad 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. = 0.61p) Equation 7, p w = 0.6'10.00256'K; Ka9(e'V,Q7'(GCp-GCpp Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for Via, Equation 8, V,e = (p.d0.6-0.00256-K, K,'K,'(GCp-GC.) f5 Applicable to methods speeiried in Exceptions 1 through 3 of IM12 IBC, 2014 FBC) Section 1609.1.1.. to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6. apply the conversion formula below, Equation 9, V.e = V,,' (005 (ref. 20121BC 6 2014 FBC Section 1609.3.1) V., . Nominal design wind speed (3-second gust mph) (mt.. 2012IBC 8 2014 FBC Section .1E02.1) Table 2, Coefficients and Constants used in Determining V and p, K, Wall Zone 5 Height ( it) Exp B Exp C Exp D Kr Ke GC GC 0- 15 0.7 0.85 1.03 h560 1 0.85 14 0,18 20 0.7 0.9 1.08 1 0.85 1A 018 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.9B 1.16 1 0.85 1.4 0.18 35 0.73 1.01 119 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 018 45 0 785 1.oss 1.24s 1 o.e5 1.4 0.18 50 0.81 1.09 1.27 1 oBs 1.4 o.te 55 0.83 1.11 1,29 60 085 1.13 1.31 1 O.BS 1.4 0.18 100 0.99 126 1.43 h>601 1 1 0.85 1.e 0.18 RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714=847-4595 FAX PROJECT: RIO.25%15 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds .'Wind Exposure Category B, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 19D 200 210 HeigM (it) B B B B B B B B B B B B B B 0.15 74.4 15.9 17.5 19 1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -19.0 20.7 22.6 26.5 30.7 35.3 401 45.3 50.8 56.6 62.7 69.1 45 162 17.9 1 -19.6 21.4 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 24.1 282 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 60 1 725.6 282 3 .0 33.8 36.9 43.3 50.2 57.6 6 .5 I - 4,0 82.9 9 4 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 1D0 105 110 115 120 130 140 15D 160 170 180 190 200 210 Height II 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 36A 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21A 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 628 70.0 77.6 85.5 30 20.2 22.3 24.5 26.7 29.1 34.2 39.6 45.5 51.8 584 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 352 40.8 46.9 53.3 60.2 675 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 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 969 50 22.5 24.8 27.2 29.7 324 38.0 44.1 50.6 57.6 5.0 72.9 1.2 89.9 99.2 55 22.9 252 27.7 30.3 33.0 38.7 44.9 51.5 58.6 662 74.2 82.7 91.6 101.0 4 4 1 100 32.8 35.9 39.4 43.1 46.9 55.0 63.8 73.3 83.4 84.1 105.5 117.6 130.3 143.6 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 1S0 160 170 180 190 1 200 210 Heigh (tt) D D D D D D D D D D D D D D 0.15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 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 61.3 692 77.5 86A 95.7 105.5 35 24.5 271 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 25.2 27.7 30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 1 -81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 65.7 74.2 83.2 92.7 102 7 113.3 50 26.2 28.9 31.7 34.B 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 96.1 106.4 117A 4 1 100 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 onASCE 7•t0 and consistent with Ore 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 info@jameshard,ia.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7.10 Chapter 30 C&C Pall 1 and Part 3J° `,.```` 1„tOGlq,ii Q.•'iPSIFlC4•. 2012IBC, 2014 F8C 2012IBC, 2014 F8C C! F 2412 S 1e 9 : STATE F Q i 411/". ............L 0 R1 i'''L '``````• r1111Q1111 1f11f1•\\emu used In Table 6 calculations for-V. Allowable, Ultimate Design Wind. Speed, V 4 3 second guar mph) Allowable, Nominal Design Wind. Speed. V Se 3 second gust mph Apps.bw b mmhDft epedfied in (201218C 2014 FBC) section t612012I as 2014nlned20121BC, 2014 FBC] Figures 1609A, B. at. 1.1, C.CoMelerds spedried inAppliwaeExoWw meulods throWh 3 2012IB t 2014 FSC) Section 160D Wind exposure category Wind expowre category siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height''' feet) B C D B IIPSF7 C D Allowr4bls Design Load Exp a Exo C UP D Ka K4 GC. GC.. HardiePane7eD 5/16 48 60 common 6 2X4• wood Hem - Fir 16 0. 15 186 168 153 144 130 118 49.7 0.7 0.95 1,03 hs60 1 0.85 14 0.18 20 186 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0.85 1.4 0.18 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 o.e5 1.4 0.19 30 186 157 144 1" 121 112 49.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 182 154 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 1.4 0.18 40 178 152 141 138 118 109 49.7 0.76 1.04 722 1 0.85 1.4 0.18 45 175 150 139 136 117 108 97 0785 L065 1245 t 0.85 1A 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 1 0.85 1.4 0.16 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 Fes 1.4 0.76 60 168 146 136 1130 113 105 49.7 0.85 1.13 1.31 1 0.e5 1.4 0.18 100 1 139 124 116 108 96 90 a9.7 0.99 126 1.43 h>60 1 0.65 18 018 HardiePanel® 5116 48 6d common 4 2X4 wood Hem - Fir 16 D- 15 233 212 192 181 164 149 1 -787 0.7 0.85 1.03 h960 1 0.85 1.4 0.18 20 233 206 188 181 159 146 78.7 0.7 0.9 t.08 1 OAS 1.4 0.18 25 233 201 185 181 156 143 78.7 0.7 D.94 1.12 t Fes 14 0.18 30 233 197 181 181 153 140 78.7 0.7 DAB 1,16 1 0.85 1.4 0.18 35 229 194 179 177 151 139 75.7 0.73 1A1 1.79 1 0.85 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 104 122 1 0.85 1.4 0.18 45 220 189 175 171 147 136 787 0.785 t.065 1245 1 0.85 1.4 0.18 50 4 187 173 3 145 134 787 0.81 709 127 1 0.85 t.0 0.16 55 214 185 172 166 144 133 78.7 0.93 111 129 1 ORS 1.4 0.1e 60 212 184 171 164 142 132 78.7 0.85 1.13 1.31 1 0.85 14 10.18 IOD 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 GAS 1.0 DAB HardiePanelD 5/16 48 6d oommon 6 2X4 wood Hem - Fr 24 0. 15 147 134 121 1 114 103 94 31.3 07 1085 1.03 ha60 1 0.85 1.4 0.18 20 6.7 130 119 32659 101 92 31 3 07 0.9 1.08 1 0.85 1.4 0.18 25 7 127 116 5 98 90 31.3 0.7 094 1.12 1 o 65 14 0.18 30 147 124 114 114 96 89 J7.3 0.7 0.98 1.16 t 0.a5 54 0.19 35 144 123 113 112 95 87 31.3 0.73 101 1.19 7 0.85 1.4 0.18 40 141 121 112 109 94 86 31.3 0.76 1.04 1.22 t o.e5 1.4 Mill 45 139 119 110 108 92 86 31.3 0.785 1.065 1.245 1 t 1045 1A 0.18 50 137 lie 109 106 91 85 31.3 0.81 1.09 127 1 0.85 1.4 0.18 55 135 117 108 105 91 84 31.3 0.83 IAA t29 1 0,85 1.4 0.18 60 134 116 108 103 90 83 3t.3 0.85 1.73 1.31 1 0,85 1,4 0.18 100 111 98 92 86 76 71 31.3 0.99 1.26 1A3 h>60 1 0.85 1.8 0.10 HardiePanel® 5/16 48 60 common 4 2X4 wood Hem - Fir 24 0. 15 182 165 150 141 128 116 47.7 0.7 0.85 1,03 ha60 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 108 7 o.e5 1.4 0.18 25 182 157 144 141 121 111 a7.7 0.7 0.94 1.12 1 0.e5 14 0.16 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 0.85 14 Ole 35 178 151 139 138 117 108 47.7 0.73 T 1 7.19 1 0.85 1.4 0.18 40 174 149 136 135 116 107 47.7 0.76 1.04 122 1 0.85 1.4 0.18 45 172 147 136 133 114 106 7.7 0.785 1.065 1245 1 0.85 1.4 0.18 50 169 146 135 131 113 105 47.7 0,81 1.09 127 1 0.85 1.4 Ole 55 167 144 134 129 112 104 47.7 0.83 Tit/.29 1 0.85 74 It is' 60 165 143 133 128 111 103 47.7 0.95 1.13 1.31 1 0.85 1.4 0.18 700 1 137 121 114 106 94 Be 47.7 0.99 126 1.43 h>60 1 0.85 76 0 to HardiePanel® 5116 48 4d, 0.091 in. shank X 0shank225HD t in, long ring gshank nail fledge 8 field 2X4 wood SG4. 36 16 D- 15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 hs60 1 0.85 1.4 10.18 20 1" 127 116 112 98 90 300 0.7 0.9 1,08 1 0.85 1.4 0.18 25 144 124 114 112 96 88 30A• 07 0.94 1.12 1 0.85 1-A 0.18 30 144 122 112 112 94 87 30.0 0.7 0.99 1.16 1 0.85 1.4 018 35 141 120 111 1D9 93 86 30.0 0.73 101 1.19 1 0.e5 1.4 o5s 40 138 118 1D9 107 92 85 30.0 076 1.04 722 76.95 1.4 0.18 45 136 117 108 105 91 84 30.0 0.765 1.065 1.24'- 7 0.85 14 018 50 134 116 107 104 89 83 30.0 O.B1 1.09 127 1 0.85 IA 0.18 55 132 114 106 103 89 82 300 of 1.11 129 7 0.85 74 1 0.18 60 131 113 105 101 Be 82 30A 0.85 1.13 1.31 1 0.85 1.4 10.18 100 108 96 90 84 74 70 30D 0.99 126 1.43 jh>60 I 1 10.851 1.6 1D.1e RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-'IS JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info@)ameshardie.com OGq G rfylam: 2072IBC, 2014 FBC 2012 IBC, 2014 FBC 2412 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, sb, 1 vJ• v.4 STICTE F 3•selrond gust mph) 3-second gust mph) et '/Q• S; C/ ••' 1Applicabletomethods in IBC. Applicable to methods O F11QA' s'........... C' t specified 120+2 ials 1specifiedInVmAh92014FBC) section 1609.1 1. as detemdnetl 2e D l„ 1,,•````• 1201218C, 2014 FBCI 2014 FBC) Section Figures 1609A B. or C. 1609.1.1. Coamclonts used.in Table 6 calculaeons for V. Wind exposure category Wind exposure categ sidingK Product Stud Building Allowable Product Ths Width Fastener Fastener FrameDesign SpacingHaght" B C D B C D inch inches) Type Spacing Type Load PSF) Fxp B E* C Exp 0 Ka Ke GC, Wj 0- 15 198 180 163 153 139 126 56.6 0.7 0.95 1.03 hs6D 1 0.85 1.4 0.18 Min. No 8 X 20 198 175 159 153 135 123 56 6 0.7 0.9 1.0a 1 095 1.4 0.18 25 198 171 157 1S3 132 121 56.6 0.7 0.94 1.12 1 0.85 1.4 016 1in. long X Min. No. 30 198 167 154 153 130 119 56.6 0.7 0.98 1.16 1 0.85 1.4 0.16 0.323 in 20 gauge 35 194 165 152 150 128 118 56.6 073 1.01 1.19 1 0.85 14 0.18 adX3.625 40 19D 162 150 147 126 116 56.6 076 1.04 122 1 0.85 1.4 0.16 HardiePaneIV11448diametter6in. X 16 45 187 161 148 145 124 115 56 6 0.785 1.065 1245 1 0.65 1A 0.18 ribbed1. 375 in 50 104 159 147 143 123 114 56.6 0.81 1.09 127 1 0.85 1.4 0.18 bugleheadmetal 55 182 157 146 141 122 113 56.5 0.tt3 1.11 1.29 1 OAS 1A 0.18 screwStud60 180 156 145 139 121 112 56.6 0.85 1.13 1.31 1 0.85 1.4 0.18. 100 1 149 132 124 115 102 96 56.6 0.99 1.26 1.43 h>60 1 0.85 1.8 016 D- 15 146 132 120 113 102 93 30.6 07 1 0.85 1.03 hs60 1 085 1.4 0.18 Min. No 8 X 20 146 128 117 113 99 91 30.6 0.7 0.9 1.08 1 0.85 1.4 0.18 25 146 126 115 113 97 89 30.6 0.7 0.94 1.12 1 0.85 1.4 0.18 1in. long X Min. No. 30 146 123 113 113 95 88 30.6 0.7 0.98 1.16 1 0.85 1.4 018 0.323 in 20 gauge 35 143 121 112 110 94 86 30.6 0.73 51 7.19 1 0.95 1.4 0.18 headX3.625 40 140 119 110 108 93 85 3D.6 0.76 1.04 122 1 0.85 1.4 0.18 HardiePanel911448diameter6in. X 24 45 137 118 109 106 91 BS 30.6 0.785 1.065 1245 1 0 85 1 4 0.18 ribbed1.375 in 50 135 117 108 105 90 64 30.6 0.81 1.09 127 1 0.65ri. 0. 10 bugleheadmetal 55 134 116 107 104 90 83 30.6 0.83 1.11 129 1 0.95 0.16 studscrew, 60 132 115 106 102 89 82 30b 0.85 1.13 1.37 1 0.65 0.18 100 109 97 91 85 75 70 30.6 0.99 126 1.43 h>60 1 0.85 0.18 ET& F D•15 198 180 163 153 139 127 56 7 0.7 0 a5 1.03 hs60 1 0.85 D t8 20 198 176 160 153 135 124 56.7 0.7 0.9 1.08 1 0.85 0.18 0.100in. 25 198 171 157 153 132 121 56.7 0.7 0.94 1.12 1 0.85 0.18 knurledMin. No. 30 198 167 154 153 130 119 56.7 0.7 0,98 t.16 1 0,55 0.18 shankX20gauge35 194 165 152 150 128 118 58.7 0.73 1.01 1.19 t 0.85 1.4 0.18 1.5 in long 4 edge X 3.625 40 190 163 150 147 126 116 56.7 0.76 1.04 122 1 0.65 1.4 0.18 HardiePanelt95/16 48 X 0.25 in. 8 field in. X 16 45 187 161 149 145 124 115 56 7 0.785 1.065 1245 1 0.85 1.4 0.18 head1. 375 in 50 184 159 147 143 123 114 56.7 0.81 1.09 727 1 0.85 1.4 010 diametermetal55 182 157 146 141 122 113 56.7 0.63 1.11 1.29 1 0.85 1.4 0.10 pin ' stud 60 180 156 145 139 121 112 56.7 0.85 1.13 121 1 0.65 1.4 0.18 fastener' 100 149 132 124 115 102 96 56.7 099 1.26 1.43 h>60 1 0 a5 1.8 0.18 ETBF 0. 15 153 139 126 118 107 98 337 0.7 0.85 1,03 h560 1 0.86 1.4 0.18 20 153 135 123 lie 104 95 33.7 07 0.9 1.06 1 4 OAS 0,100in. 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 t 0.10 knurledMin. No. 30 153 129 119 118 100 92 33.7 0.7 0,98 1.16 1 4 018 shankX20gauge35 150 127 117 116 99 91 33.7 0.73 1.01 9 1 4 0.18 1.5 in. long 4 edge X 3.625 40 147 125 116 114 97 90 33.7 0.76 1.04 122 1 4 0.85-1.4 0.18 HardiePaneM5/16 48 X 0.25 in. 8 field In. X 24 45 144 124 115 112 96 89 33.7 0.7115 1.065 1.245 1 4 0.18 heed1.375 in 50 142 122 113 110 95 88 33.7 0.61 109 1.27 1 4 0.1pin diameterr^eta 55 140 121 113 109 94 87 33.70.83 1.11 1.29 t 4 0,18 stud60 139 120 112 107 93 87 33.7 0.85 1.13 1.31 t 0.85 1.4 018 fasten? 100 115 102 95 89 79 74 33.7 1 0.99 1 I.N 1 1.43 h>60 1 10.65 1.8 10.18 1. Screws shall penetrate the metal framino at least three full 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 save height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vuh = the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBC) Figures 1609A. 1609B, or 1609C; ASCE 7-10 Figures 26.5-lA, 26.5-18, or 26.5.1C. S. Vasd - the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC) Section 16D9 1.1. 6. The wind speeds in 12012 IBC, 2014 FBC) Figures 1609A,1609B and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the prorsions of the standards referenced in 12012 IBC, 2014 FBC) Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. 8. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: KC=1, K4=0.85, GCp -1.4 (hs60), GC,=1.8 (h>60), GC,,=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 HARDIE@ BRAND FIBER -CEMENT PANELS TO WOOD TURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. ' 10901 ELMAVENUE FONTANA, CA 92337 - TABLE OF CONTENTS COVER PAGE _ _ PAGE J1' EVALUATION SUBJECT . _ 2 • EVALUATION SCOPE 2' EVALUATION PURPOSE 2' REFERENCE REPORTS 2 TEST RESULTS TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING - 2' TABLE 18, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. _ 2— JUSTIFICATION OF USING THE RESULTS ON.UGHT GAUGE STEEL FRAMING ' :. _ . • , • - '2V DESIGN WIND LOAD PROCEDURES _ _ r - . _ • . 3:,. TABLE 2, COEFFICIENTS AND CONSTANTS USED.IN DETERMINING VAND p 4 ' TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B • 4 TABLE 4, ALLOWABLE STRESS.DESIGN •C8C PRESSURES EXPOSURE C - 4 - TABLE 5, ALLOWABLE STRESS DESIGN'CbC PRESSURES EXPOSURE•D' 4 , TABLE 6, ALLOWABLE WIND SPEED (MPH)'FOIt HARDIEPANEL SIDING _ 5-6 - AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT.THE LISTED PRODUCTS ARE IN COA9PLIANCE 1N)TH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAUBUILDING CODE. PREPARED BY:' - RONALD1.OGAVdA&ASSOCIATES. INC. _ .. 16835 ALGONOUW STREET #443- HUNTINGTON BEACH, CA92649 714-292-26D2 744-847-4595 FAX- - NEE `cc RONAJ) I.OGAYMASSOCIATES. INC. 16B35 A.GONOUIN STREET 6443 HIJKMNGTON BEACH. CA92649 M 714.292-2602: (F) 714-S 7.4595 PROJECT: F40-2578-15 EVALUATION SUBJECT MardiePamM Skiing James 144rdM Produd Trado Us. covered In this evaluation: Narooponew S+dmp. Cernpan o Sidep. Pfsval- piew Sd'efg EVALUATION SCOPE: Asa T-10 20t4 F1Wrids 9u'Ainp Code 20;2 tn;emabdtul IkAH tp Code 20t2 br mo:ioW Reaidented Cads EVALUATION PURPOSE: Thin anatyafs is to douwrwr the mown duipn S soaond punt rind speed to be rosined by an vasson y of NamlisPnal rommnoy Prowl Panoq "V tatlsrrd to wtot0 turrinps an othvwed er meal framing w!m nab cr saws. REFERENCE REPORTS: 1. udsrtsk Rebore =243=00W%k Tmnwommo bad bN sm IlardiePurL TEST RESULTS: Table Is. Resufb af Tmmvemo Load Tastbp Ffams Faabrner UaunOb Abwaaa you Thiciu+oss Spears Spacing Facbmw Type Lmd Dean Imes Rcm Number A M VACIM fin.) Forme Trio Am for) and Oinoaslim PSF) IpSF7 Faitum Mwo 1OMA1363000401 A tMenok 0.3125 48 2A4 wood skrd. 3i4' aid Yy 3.5' 16 6 NO.0 x 125- loop x (ozy NO 160.7 3.6 PA tkou2.'f imhaaewideSPFbmbrpefted1mjAMadsoewi 1C211243630004701A bronsk DAM 48 2)(4 weed 04 344' OfM by 35' 16 8 No, a x 12V gem x 0.323' ND 171 A 43.8 mA tmw}nwideSPFRcriqnbbeabunsheadetsnwa 102024363C004)MA Mammal, 0.3125 4e 2x4 wood wad, 304' sick y 3s to t2 NO. a x 125' IOnp x 0.323' NO 106.7 Js 4 ofdl LvouylVidaSPFembpedrobbrp10headaww" 102024363Cp0. 00l a Inartok 0.3125 48 2M wood gm' 314' vwm by 3X 16 6 OA'40' Rank x 02i 5' MO x 1S 1 Q.6 p2 pY0liaotp n It. SPFMoptongmyclunknei1021i< c3WC000OM tnaxtsL OJ1Z5 4e 2M waoo aid, 3M' 0fi y 3.5' 24 8 140. e x 125' bey x 01= NO 2. 7 2 7.6 pvDlLMbuylhmeum wideSPFhrftruroeea*head eoewa 1. AL tastwwa was if Weedon hmerp wood: perormton a= Tres barwp mamen. 2. Attrwo:4 bed is oomm.wudtree townoto bed divided bye fstlar of solely of 3. 3. NanlloPenol SAmp rary Gsa wise ISTN C1168, StonOard Spoad+cason hur'Gmde Il, Tyyo A Abn.osava5s ibsr•CO+nera Fief Snsats. Table 1 b. Analysis of Allvmblo toad ten et Semw at 10' O.C. b So" Swim FOitarrp 12 10 Frarm 16 16 16 FostenmTnb 009 fl-M1. 33 1.11 Abo ublo q8 354 36A I" Must 16SLI a 389 472 43.1 The to w or bed for 98 We* at 1p' O.C. was ntcdoted as ute ovclapa a I" tend test`s cot V an: 1: 04, The allowaae bad br e8 scow et the tpecirfp of 10' O.C. bda hft on be oksdffied y bvzmotatmp Lb mutt d same issiona air are: t2' O.C.. store bo_1 tees ros =- no taus moat m Isslemof p,A tM UP tram tnt per" Aa sham In mt table. Us allowable bad for 68 scwt Irr Allod at 10' O.C. sci wood Ming is 33.8 psi. Jusdflcatlon of Us" Ins Results on Light GaWo Sisal Frandnp In oho Hd) m Gudrplaatkzu. es I"wromm wmo aaacmd to lm ft only, all wMaW ine Mrefp is =Nftd to Voss Of Met InL—wfp GOAT not 670C paresis' aalsvetwa bad Wo7Ly. Ins tree pm" cnpirwfs mapmumbitny to onto wo tunmp sca"wro end timing; mamobom b tteve Mooed load tatpmM- . 1 STATE F FSS ON AL '` V RONALD L OGAMASSOCIATES, IA'C. 16835ALGONWN STREET W3 H'JNTINGTON 9EAC -L CA 2M9 1) 714.292-MM (F) 714-847.459S PROJECT: RID-2578-15 DESIGN WIND LOAD PROCEDURES: F-dw.=Tnad dpro M. w" so lad cap h ft bad capsdrh is dsimm'slod w mrmplialre tosmnp M VILWAN•sa bad nmwrot bad Mrkdards. Via the CetKAnse MB : tars , an sOxane aupn bag is Oea mftd based on a tamer of sotaa' of 3 a fpinC to On "ens tm load. Equation 1, q,•0.0025M*K.-K.•A OW. ASCE 7.10 odtution 3031) q, . welvaly posture of lwipld r K . velob peasure eposwa ooa:foant evalullad at he4d 2 v, . topa0rapictaem Equation Z. K. , wbd doodion tractor V , oastc wand spaa0 (3.semnd gusi UP14) u drimnl nod am0 2017 BC F;gLm 1609A. B, ar C.,ASCE 7.10 Ft,7uos 26.s1A. B, a C VN, (vol. 2012 IBC Sodon 1502.1 dafin ;MS) V.. UtknNa desgn rind spwa (3-w=nd gust MPH) o=mnird 6om 2012 IBC Figures 1606A. B, or C: ASCE 7.10 Fpnoes 2d.SlA. 8. s C Eq-G- 3. P•%,(GC.GCJ. (ref. ASCE 7•f0 equation 30.6-11 GC. , pooud of mammal pmwwe cammicimd and gugafrem tadw GC.. r=oaort of iaanm Pressure we adorn and gusse?eC tams p . design press. (PSF) tar siding (4110aa9le dospn bad for nidin.) To dv-n6no deslpfr Poaaae. --rase q, Mo Equabofr 3 Equation 4. P•0.002wV.•ii.•K.•V.°' GcrGc.) AEC-.* to Stress Der/pn. ASCE 7.t0 SeWaa 2.4,1. toad aomb4u.6cn 7 Equation 6, ObD • 0AW pwb ASCE 7.10 carbon 21.1, bad Lomsnaaan 7) 0 , deed bw W . wVnd bad To enrnnEle 0* Allewabb Stross Draiyn Pressure, aapy the bed bow for W hod) from E4mMon •rep (aeslpn pressure) oam m wo norm equedon 4 Equation 6, pr • O.S(P) Equation 7. p... • O.g 0.002:i0•K•K.•K'V '•(GC.GC.T) Eputmn 7Is used to popWate Tolle 14. and S Ta denmVina the aft"We Uarnwo riot rhd speed for hard* S.dvrp In Tbbb 6, sa•A Egwbw, 7 for 1 _ Equation 6, V.•ipJpB•O,DOQSB•K•K„•K'IG4-rrl)" A=ix&Wt fa merhads s-edW in Eueptioru 1 LWWh 3 of 2012 f3C Sedon to d enni.•ne The aian wble nwninal daiga rind speed (Vaas) frMarda Soap in -,abk 6. appy tha =6vrs n lumpub below Equation 6, V.. • V. • (0.6r, W. 20121BC savian I6M.3. T) Nominal design rind spew (3.soaond ow mph) (ia . 0:218C Soc ion 1602.1) I1tQ' v IDGAo STATE O, c,sS t O R1 ONA1- RONALD 1. OGAWAA ;SOCIAWES• INC. 16835 ALGONOLON STREET 9443 HUNT14MN BEACH, CA D2649 T) 714.M.26W: (F7 714-"7.595 PROJECT: RIO.257b15 Tabb t Cale KWft and Ctwbrda toed In Debmdntn9 V and P, i so t t u 1 0.115 1.• • o.te e3 1.n 1 1 .14 •o,e - 00 0. t.s3 sal t oa, too 1 1, .nab0 Table 3, AOoant is Sbea Dos 1pr - Componant and Claddtno (C&C) Pressures (PSF) W be Roelsbd;1 Varian Wind Speeds -Wind Exposure Cnm9ery B, M=gym mum mcgiammmosEim MEMM mummemo a E E•7.7 Ewa elm MMIXXIIIII11mulmm2mm MIRKIIIIII moat=MEMIAM mmkLS LMIIIII a&= suffAm mr-lamE M!=Maki Table 4, Allowable Swaso DW9n - Compomn3 and Ctiddin9 (CtC) Pressures (psn to to Rssiaw st veAcm Wind seeds • Wind Eiposum Category C,- se-sno ) 1 11 1 1 t0 7 o-y 1D 7 t He1 C 01 t 1D. 732 22 290 3.tt 39. 14.9 70 16.6 205 2a.6 26. Jt.• t f.B 7 L3. BL6 2! 19 • 21 • d .6 27. R 380 43 i .6 0 QA U.O 6 6 702 3 74.5 26. 29.1 Ja 3D6 t alb aeA 05,5 3.0 09A 3 e 0- i ao.9 J. 2 E3.3 9:.9 40 21• 23. QEt 33. Jz. tl.3 D 82-0 6:•. e e .e st. aS 2A 2a2 I6.6 29.1 31.8 1 43 / D 2 1 9.3 0 909 22. 24 p. J2.a Jtl rt.t 506 5 ,b b.0 0 et.7 - D SS ZZ.D 3 33. rt.D 1. 6 66T a. Q,7 91,6 Ol• tD0 1 326 1 •35.5 1 .394 1 .43.1 1 -46.9 1 -55.0 1 &3 B 1 733 1 .83 • 1 .91 t 1 .t05.5 1-:17.01 130: 443 6 Table 6, A9owblo Sows Dnlgn • Canponrrd and Cladding (CLC) Prssoures (PSF) to be RosMed a1 VMaa Wind Speeds - Wind Esptlaum Cauwry D, . _ .. euw speacf usi) It 11 i 130 It 1 15D le, SD,1 2 21 n MtD D D D D O 61 t t J .9 mot. St a 1.a fie.9 6. . 0 • 93. 0 6 27.0 29.5 32.1 47.7 43. 5:1 50 OaaP.2 W4 o91, 962 75 S 2e JO a3a D 3 S2 0 0D,1 s.e 7cp ft?a Y2 • tO1.D M4.6 0 1, 109• 3 tlt a0 36- 42 T f,t.t 61 1,0.9 700. 1:t,• 3 1.1 Jt0 3 . t3c 3 S .e 6S. 4.7 63. 67_ t 11 .1. W6 ID4 Nb 32T J52 3ea 5.0 322 59.D 1 76.9 66.7 96.t 106t 117,t r. w. r to. r 1 3 .0 13. t, J c. 5 J 946 4wwt 11p. a.• It 1E3 Tables 3, t, n17 5 am oared on ASCE 7.10 ale tlsrtsineid w+Ji ttt i0t2 IBC. 2012 iRC _ •, ' .. . _ - pGAW 2 cc, o, S1A FtoRVD S IONA 1 t 4 RI.0GAYA • M7Eb.0C. AWES RUCIE MON;; PR9-M DEC. IMS ALG0?\-JW D:REET W) UOMSQ-7343 HM1v::TC iiEAJI CA VMS atoQWaatvO•a.D010 O 7ta.2ib2fi4:IF)>INt7rS05 PROECT. R742378-15, ADM 6.QWW"Wm00POW fnwb)go Haftfip ateiii0)Op(A11e1We AbfllDt b ASCU 7.10ChO W 30 CiC Rot i wid Pan Oa1De Ww Oliy, .. 0-cod O.at DON tawisle sm.1aID1 ` f n _. arr.rrrar , _ _ . rsr MD74'6C S1• ~VOIr Y•r.r ' i0:)0.nw10.1,1,r Ii.er. ii tal•}w1 , ••• . 17.. R3.7tPr•10,1 i,Ns•11001,1, f .rKr.l.:dr lint-' rV Pt.Cp moo' Tt+errnIn7 ' IIi® 1N Fagrre 1T0• iay...t Cmd-Pa) Flalrtrya S•Iy i)•p•0fna Bw1q o;w1mi 11 C•• D E• C r D may D..ML d b>h bra me no v- G c 14.Pae.f 1 F.•f0 i N WAX 6mf-^fi•bq 6=r MD lob"a1'ak hawIM% ttl 9 rOC. rWr 70 Pa.erY3w 0y)i• dar ra.. r1 10 • 0.+ IA a TO H7 t:) s:t CM DO I'* 6 CO DO a• 01/ OltMZia170I]a us 1•2 t••D CII- a70 00 tw r 1F3 100 ISO sail to Il! t nre pr 1.: 1. t Oo 06 1• i• EN a,a30in163lwla. 1:6 Ili a1a Oto on 1-w e9 107 taf In • 1)L Ila tat On IN t. ea Ee: la 1• DIt 0na] Ith 1N 1N W 1a tU t1. Ob IDt I.= la 1^ taD D 1a7 w. 1O Aa CY l.aa on Oa d• 1. eN llt601:1 IYI 147 QA 12D ni 430 DM 1m t-/ NV 1T7 0a ta7. 1, l f Do Ill, IT Do Ctt 18• t/ S:G120o7. an In 1), tOD lq 1 120 70 • In or - 0 00 aw I 17a I In e.G I D6 0 1 DI! re)MMaw• ills N` W,17f I OA'>y't0 M.dallPilad ttTl.e IOC to IV 2Xa•4dr pwliiD W i1as ./i0' re..a irrIP IY w 0.16 1t• iw tw lap 77:• 111 n9 DID aft 10 11 OMOd 1• pta01. M 1 a IV. Al. to CIO 1. t • t t t Iw 1_ 1! CA CY 1 I1 OGDO a• DI. DI. i Is. toS M. ta OV I.r U. M. pp IF llt t I• a, Dtl0a•• 1. X. a• D\tDI. 0110Ie1•a 179 Tn IRr a• 4 1a/ ITS 5 W Ill 131 17, 0& lot Ja CT 19 1aa. IQ 2. 1: •i 1 R& ca, O I7 I1 C6OO A• 01\ pI11QaCoI11I 110 tS. 1 t. t' 17: so iit Do Mw I a. 1 en Ort I- a,• nD lDI DJ u! o• 1. 10 rN1 Or wre1.DM fJta N Wit 1 e &.;" I1ws IOOC• iw e.00v 7Dp•bN by3w 1104 to ale ew . 14: Ill, 127 nD 10 M. en oft I Oe n• euevt a 1w 1.1 1 117 46. 0 Or It: w IJ• 1- t_• 1 J•• ete tr 11, 1 1now00pNa• ONC1. at t70 1N 7N 00 W. a D/1 111 I• ta1 I 1 • 1 rJ ut en W 2) I1MI. STO 107 1a• aT 1C I:S fit 1 Sal 1w M 1 Otl r. DN y 15, m I., 1M w r. Do IU 1T 1.9 ITL t Ila t. wse 00 1.3 131 1 Dn 1. D1• OD 1" q d1 w 1N 10 E•C 1 sO d! CIe H.riaDr-W 4•10 A IEa 0A 12T bm C.XMHD pp to" a: aAa-TIT' 1: o.c 6Y As - 0w 3M1XOa/ 1/Ip, w.11O. 146 qa^ Aft.ry aAro u 0. 1a 157 N: t79 124 113 1D0 T•• C.A 6q ICI A.wCi I IIOr c•O 4 I• 1.11 DNd15Lt7OtT1toty. 1 C/a ew Iq 33. 1 La. l.. 1 305 Q 46• 1 CY l: OA 1 OP+ H, 1. n• 1a Ctt DltDNt. t 127 Tt 10) r S• Or 1 ,q 35 1 1 It 01 J• C73 tC. 1 Lla C Lt on a• It Coa7t•3 t. lir 1 9t o>. er Lu 1 1:! lU th tiD LIa Y a0J7. LAI IO lam: Ctlly. DoI- Ia C1 ' 1tIIfI. wi F1 u. I oo In 11•J 00 1.7 i:) IN IL] 19 R. 1 N 1)1 I • ptl LIt taD na 41 M. I Dal IS.1 IY 11 Otl A! 1. tlanlrvdt 10 at N. ii. Oia lO• mb. a bun 111. 0 n.'.• i' O.C, I aty 7X. . O.I ti ay V" YTOw OJ OOn u1 fa 0• tS la l:a It. L7 N d:! DID OO IO e1m1 t ntt OGChA. i• Ott lv011701l.: tl Jic OT PYC 1 to La! 1 W L CTa 1 It 1• 1. c.. OY. IN I 1on DG11 t• ON OLLas1It71DS• to 71t 6n 1a9 in li 1 of e 03. Iw I7! I 1DO OtlA. LN aT.F. I+: it: Jl. Oa.. 102 1: f lil 1 OD T'I D•+ 1w l I Co I• O1L 11 ee IIa I» 1 en a Dv 1C0 I r1a cw Y 1140 low ta 1b1FD M 61w N S~; D14. WIN aaaft aM oc•17 ZIW-a d y Mw i DY. 1 10 0- 10 tOS to it I.a 130 N aa: om ow 10 t1e 1 es Otl r• I• ev ov 70 1pS161tola) t20 Ii 7 DT Cr- O! 26 S 190 IN a It4l E! Da Dow a" aa qC1431" 71 N ETV OR L as r 15 tan a on I'll,I'll,I n a, el. t17 1P1asia ISp a! 1:31 2 0T I'M Iw rta L OH191, O,. 1T7IN1)7 tT) 115 It20 a: F.i Iw I.•1 f15 170 la• 1 1/• IDS cS an 1.1 IT 1 Cw 1 OC a. t• Ov CI[ 00 11AND173lavllaID! fit: Cq I1J 111 1,D 13; 17] 110 1C7 V, 07 A: cw L.t Iy 0 1 DG tA DN pAt1O,At • r.M 111I wOt Inrgll.. u.r0, •my M.a.. /11P•t wtr1 tO r aIp O s.1,ar wwp q PITr/.bi.l. V•vw. al.w1r 3. Yrv. rp•OOM I.lwD ly eaaD V 01a..1t r> O w'tO11e c 1r1r a.a rLo1.+.Iw++rr.1.w.•.rr n.at T.o c1.w 7ouc Dr. t ..I .1 ).1`•t....oa DL••. •0,1 D4 1! w•po. ys N T, Iv 7:D) GIIIt,2x saw•I.e•..w..er, 1. 1,aw Ir w rl.aal.re a wer. twl0 rYr trrlrl.. tarn 101..K t. rp. a•rri 01rr r.dc ar'y'OC C r r- G•• KP,%%=;.11aaa rnW W a.ale.e.nn! r Ox aa r WC.: rAh IRW%o LII{ITATIONS OF USE: 1) a 140 velowylOeramua 2anw OMM ast07 per K'a11 0a0aCOLOW Fbwa, HOA• 11-013.Oafiffr"Fe" le, OG 21 1 7C 1c;• FCORIOP• { Y Pl. OGAVA ASCYAMS. VC, IU25ALZ0K0M I:TRMfAaa KUATOJGTOh 8EACK. CA=M9 t) 71.•2 2.28: 0T) 71e417-8565 PROJECT: P10.257a.1$ JUAES IMRO¢ 8u9Da46 PRODu=S. Dtc. 14ae40-TJe1 i.6ete:lrrMe CDM Table S. AllorraOY Who Saud On") to Kar"Pollol Sldho (AnSWW MEOW to ASCE 7.10 CtalD W"CSC Pert 1 end Av1 Jf . Ae owclo;Nea41• Als.•0, I.9eI1.1 t w %Wd• .L Gape Well. . OOq - p.t•e1'epmY I'1 1 r7+•eOla cum '041 .. s, IaL•1f•r•t101.\,r •rlra1w461pr•s ' rl tle L/a0a.t aI s.a.Iaav OR.TIL - .+ .. 7> T•Klgrpw.lOZ a, raQarua.11(I.1./. . . vG. _ Eslerw w.er ruoeerrv pLee• Ir 11+rltit TIte6»N MA01 ILIJ fomenter T fllaylrl ao6r17 frse.7ryr Olu Lfevp 1110 Y. 1 L.an MY ere•a t/ O.C. eUt! 7TuwY1 y/ a1YJ• eI a, L110• LIe•O uW" Y lei 0 ta> I¢a ia• C» eea q r: I 1 ar, A• cis Ii'lba155 1Y 1= 1:J' C" Oh 5!T 10 157 IQ uta M 430 CA aw rT 1 C0 fe tlt Olt 110Iq1'+'.J"a aac CA CM11e1eC:L• l. e•1.ri11,71.•sl. OT) p Its 1 I O» TVriepw"* G0 NI OIL e6. lea IV il} Asr aor IDo 1S a a M Ile lob I dale - eK I.4. t.D t 1 Otl OI! A. A• CII ttL boIt1541.a SU 170 It no Ger 10 1-. U ITT 110 1 Ia7 llt IV UO Ca 111 Ja I I CO OwN. ell euqiJit!T t•1 u$ 117 too C" a• t+a M Aw 1.6 I:71 770 rj OY 10 Do Cr tL 10 1Lrm I 00 Na OV Wteapew. i Y/a• Y Wax 1. 7C Ip10 4a71O1pe• c tiiC. s ewy U;.. d 70 p•. arM3T1 may. Oa^ aa. ILIe• We 6ic' a+•• sal C- lb I 13e 1Y N$ 127 Ol Oe see am 1m 1 0.3 0. l. d• at. III01• t t•0 L 1• qe CTa iQ as 1 • i 1 . a1 7:0 CY IC l 1C¢ Obt• N• Ot• 4I1.7 1 I Isr t Jae 47• a- Ito r t a > t>. I oe ei) IK nt 1 1ps ee N A. aIL l\t6 a. Ia I17 1 1 I 011 O1r I[• 1J: t 1 1 oe• 0 I 1 IOtl OCcoN. 1 • N• a. Ol1eI• ta: l i 1. 100 I Do, I t• I IN lur I. eu111 12, a: 137 In I= IM Oe On Ito I T- 0O i4 I4re• pe1L1p YIO• Do Y NO l7[ 43a•[ C e OWt0. 00 tm611aIr OIY7 7Y/•• eael 70 a. Iae I1e ei 4I y 0.+) IM too Ua Ul 11 I[D aee O)O en 10 T I1r. it t. s OnA• 1• A• 01e 4pul1IttIO1OthIleit. 1. t70- 177 tl t07 ace- OA OW l:! t e••119 1, re LA Oe6 u 1 1Otl OL• t/ r it. ellala[ tN 170 7. tta 46 Ora 2• 1 t YO - C!e IV I II 1 err O» CVCu a A• AI. 01s OIL Ol• CIt r la> t 1 I a1.e pta IGr tL a t t t tN so a., b t:T 1 1 130 qt tl 01 W 11 GID 1 T too M in 11 1 a16 0.5 11i• al Im 1: 2 a$ a.•.. e6• 11t 10 wNp I DO a• p4 wn.p.' r Yle 4 1-rovA r I" OC. IIIeI m Do. srel o"by ar' OID g7J7 Y•nr0 tp 0• U W I.7 IT) 171 110 Iaa y ea pas sm I t Er. tta N • i• auCY 7711La17110Y3>• IK Cis Lb t a•• O:a• pY 1! 11YL1 ICL Na4/ OttOIl aDt: 1 1 1 ! M as• IO 011 I4 t• l:• 1• O i lt1 lu I Ca3 eet 1• ON e4 tzst1ua10omatalcy1. 11 It h a:I s 0. N• We 66 1.p q$ 1+6 1ta r 0) Ol. q>• ea+ ffs"i 1N I\. lit aa•OI• 1 C» Ct1 1• Ino0» too Ili pl N• OK 1':l 1•) alb l p0 Nt all IYf:JIp eel Yla• Y e10 aA Ile O ' 0e.. t a•O. C. Lee LC e.y i1.11r/ V P'1s1 aA*by 8. ' It Wa,e ia•.e1erYr7. Fte Y 1'!a 11• t0: 97 Oa L O:G cn 1 Ca: 1 on e N. C4 CV t111tor" P1b 0.71 S I 1 I. 1'• Y • a V 1 O» Ofa 1 • p4 O+L7e • 11I• 1 4 a- 0K 1 1. a I II IS 6$ he 0. In I If 1 0 OC_ AI04 CV in166r• Ot1 101 11a u to: a ora Ior [ a 1 ee tt it* nl IrI c on 1r 1 1m 1, W 1c te1 117 f CD CC N• e's OV 7IC. lta 1 tall Luv I to 016 1,7 1/) Na t ptl NI 4 1 1 1Vldipt.•0 L ar0 y• 947 WNZ 021r • c. I a' rp M wh Ilea COC. ma• 7J4r- 6r 70P [ ais eri_ yy,,,e.c IY la 0. 16 10 lab a! 1.1 t70 1u I. 010 e» lC) tonst 1 ee) CC 11 Fu ell 70 1E31tJtatty1" 116.r! A CP• te1 fS a$ 160 1.6 a ib tta o1- Or. OY I+! 1 t 0• S Oes N. N. 11 all 7.aIl$ The to l.} IS 111 1J Cis DO, I4 let is. t lap Ile siJ oa Oh IJJI 14 1 OK GII p 17r Ul u0 leJ 11 l0e sal C111 Iu n.^•. t 1 Crt tat OV. r. t• AII Sl• e• e a'. 4iN lY L U$ n0 W) of en m p 63 M. lot lai aj 11 Dp • I GP Id t:t a$ tiD 1.7 lA at lob 00 M I Cat ED 0• I• lot. 04 C 1N ly tD 1' 117 10) S Om 13 IfI 167 Oa sal J:} 010 1.11 1.1 1.4L t CY. AI 1,67. Vp'ea• OIl•wwllyLPrOII.p.Lalpr»wlgr wlr orrrAlL.p palrM IYlp l701: aillpinl L Y.• Iellrra•w ems. - Y-•rw.• l*• I aruc - t is eralrp•te L.rp weNe:O raw Ire • 1•Ipre e w• r lerergl r.rldr. rlaa•ytpileLt4e ny:C r•to Cral1Y 70CeC Ire 1 e'a 1M a:a••t.IuLea:. e:.r. I elsGtC..I aPaac) atGp /e. e.laar lrre •I.I r 1••rar•• are r1 aY1'1. e.rrsIraMe• ira0• Pa."0oCrI••+I•e•Iaz1V.l0e.v -of _a wOVK-ft-predtNwraxp ..ftM•10 UYITAMOUS OF USE: 1). KOp VDIC"Y "Wyt lle Loop 04VM WAUI OK fA loti-0edr COLWft Fb10a. KOA [5412J.C. FSSION At H O am W REPORT NUMBER: 102024363COO-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA. CA 92337 0GA zr STA F ;' ' • ORION AL E Report of HardiePanel& tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior -Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing This report is for the exclusive use of lntertek's Client and is provided pursuant to the agreement betiveen !ntarrek and is Client Irltertek s responsibility and liability are limited m the terms and conditions of the agreement. lmerek assumes no /"ability :o any party, other than to :he Client in accordance with me agreement, tar any loss, expense or damage occasioned by the use of this report Only Me Client is authorized to copy or distrloure this report and then only in its entirety. Aay use of the Intertek name or one of its marks for the sale or advertisement or the tested material, product or service must first be approved in writino by lntertek. The observations and test results in this report are relet2nt only to the sample tested. This resort by itself does not imply the.- the material, product, or service 1s or has ever been under an lntenek cerdfi adon progzm. James Kardie Butid'uig Product. Inc. Report No. 102024363000.001A 1 Table of Contents April 30.2015 Page 2 017 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 rpGAWq 1 CC FFSSIONA0,, Intertek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HardiePanel®/ 10. Vertical Siding ,% JamesHardie EFFECTIVE SEPTEMBER 2013 III INSTALLATION REOUIRER4ENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS° PRODUCTS Visit rnyw.iameshardie.com for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 • STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPUCABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPUCATION 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 HZ10"'M PRODUCTS OUTSIDE AN HZ106 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPUES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 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 comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUfDDORS INDOORS 1. Pllsitnrh lathing station so tlhat wind will blow dust array from user 1. Cud onry using score and snap, or shears (manual, electric or pneumatic). and,ottmers in codling area 2. Position cutting station In well-ventilated.area 2. Us- one of the IoOavbtg methods: a. Best I. Score and wap fi. Shears (manual, electric or pneumatic) NEVER use a power saw indoors b. Bettrr. I. Dust reducing circlar s my emipped with a NEVER use a circular saw blade that does not carry the HardleBlade sat•: blade tradarwk Hardi°31ade• saw blade aid HFPA vacuum extradim NEVER dry sweep — Use wan suppression or HEPA Vacuum c. Good: I. Dust mduxv circular wn with a HardeBlade saw blade city use for IOW 10 modW& allirhp) Important Note: For moontum pro'rection (lvvest respirable dust production), James Hardie recommends allays usi g "Bast' -civet cutting methods where feasible. NIDSH-apprrnred respirators can be used in coltaxdim with above cutting practices to turtler reduce dust ciposm Affifthel apos re information is available at v,un: pmeslrede.can to help you determine the most appropriiate cutting meted for you job requirements. t concert sUti exists about espostre levels or you do riot oompty with the above practices, you should always consult a qualred mdustral tygienist or contact James Hardie for further information. 900e7165 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial I Multi -Family installation requirements go to www.JamesHardieCommercial.com HardiePanela vertical Siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreeMurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed 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 sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to CobrPlus section paWe 3. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie", Products. For larger pprojects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consitferation 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 (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from comers. Do not nail into corners. caulked (Not applicable to ColorPluse Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. n+aler-resistive baTim wa,ar-resistive barrier Double stud may be required to maintain minimum edge / ,P x 4 stud 2 a 4 stud watar-reedve :rdler•rt srstive nailing distances. ( \ barrierI barrier Figure 1 st„d water- resistive r barrier r 3 Y sheathing HardiePanel C. p vertical siding keep nails 3/ 8' min. from panel edges Pe T3/a' ' moderate contact keep fasteners 2" 1 awayfromcomersBatten Joint "H" Joint water - resistive bame: 4 stud 0 0 leave appropriate gap betvraen panels, then caulk - Caulk Joint lNot applicable to ColorPlue Finish Apply caulk In accordance rith caulk manufacurer' s written application hnstructiats. h For additional information on HardieWrapr"9 Weather Barrier. consult James Hardie at 1-866-4Hardie or wmv.hardietvrap.com upper Dane upper Darrel 1/ 4" ap urhld 1r4' pap CDonotZfla4nnp f d VID. Figure 4 Recommendation: When r= irsudllin Sierra e, Intivid¢• a double stud a1 panel joints to avoid railing LWI throughgrooves. WARNING: AVOID BREATHING SILICA DUST James Hardee prodbk products containieW;ocrystalline sibca, which isknown to the Slate of California to cause canox and is considered W MC and NIOSH to be a cause W.cancer from some occupational sources. Breathing ercessne amounts of respirable srba dust can also cause z dimpling and potentially laaJ Tung drrease caned sillco s. ant has been brow wm otter drsemes. Sore saN;es suggest smolong may unease these risks. Dumg in=120m or nandting. (1) w* In outdoor areas with ample mmil7bon: (2) use lfwr cement shcars to, m4brhg at. where no ImPtle, use a HardleWade" saw bode and dust -reducing circular saw attached too HEPA vacuum: 3) cam others n tie immedale area; 0) wear a properly-litted. MOS,4-apprmzd dust mast: or respirator ie.g h:95) in aocixdanee with applewe government regulations and manulacturer instructions to fuMer Irmh respirable sibca exposures During cie,:n-up, use HEEPA locums or wet deanuo methods • never dry sweep For lurfher anannatbn, rater m our Installation mstncbas aric Material Satsy Data Sheet acallaale at maw.jameshardie corn or by calling t-ND-9i,49DIE (I-906942.7343). FALURE TO ADHERE TO OUR VlAWNGS. MSDS. AND INSTALLATION II.•SmU'.:TIONS MAY LEAD TO SERIOUS PERSONA! KILIRY OR DEATH. MW= HS1236 - P1/ 3 1/13 ry ro Em CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 5 stud cometsfoundation Maintain a minimum 1" gap between outter end caps and siding & trim. Figure 9 siding fG lSG I gutter and end cap Maintain a minimum 1" 2" clearance between James Hardie® products and paths, steps and driveways. Figure 6 Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 Do not bridge floors wfth HardlePanel'siding. Horizontal Joints should aW,4,s be created between floors gig.10). water. Resistive 19_ Banier Figure 10 113 0 I \ Tnrn rizontal r sheathing WLfascia HardiePanel• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 14" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1 "- 2" clearance between the roofing and the bottom edge of the siding and trim. r min. Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do. not caulk gap. Reter to fig. 3 on page 1. 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 F`•" Mg roof intersects a sidewag. The roof must be flashed with step Flooring flashing. Where the root 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 1 i, 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 1000 - 1100 to maximize water'detlection 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 nags. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or In very humid climates. Consult applicable product'evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical SeRices 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 with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, tT 0LYNTill8addnail j y17\1 Figure A Figure B do not under drive nails DO NOTSTAPLE 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.. g setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 y 1o, CAULKING For best results use an Bastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealart 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, oiUalkyd 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: Bads -rolling is recommended if the siding Is sprayed. COLORPLUS®TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelO siding with ColorPlus Technology. Laminate sheet must be removed immediately afterinstallation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd 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 RECOGNRIOW In aocordaxe wM IMES Evalualk n Report ESR• IU4, HardiePane0 velual'ssding is recognized as a sultame alozrnate to than specified In: the 200620D9, 2 201121ntamational Residential Code for One -and Two -Family Dr:dhngs and the 2006. 2009, d 2012 International Building Code. HaiS.Warrel vertical siding is also recognized for ap; icalion in the togorAng: Ciy o1 Los Angeles Research Report Na 24862. SLTte of I'lorida listing F1,4889, Dade County, Rodda NOA No. 02-0729.02. U.S. Dept. of HUD MatenaIs Release 1263c, Tees Dapartment of Insurance Product Evaluation EC•23, Ciy of New York MEA 223.93•M, and California tSA PA-019. These documents should a!so be consulted for additional information concerning the suitability of this product for speclic applications. 2013 James Hartle Budding Products. All rights reserved. Additional Installation Information, TM, SW and ® denote trademarks or registered trademarks o1 James HardieTechnology UmRed 5 Is a registered Warranties, and Warnings are available at JamesHardie tredemant of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 MIAMI•DADE MTAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMLYISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable nines 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 detennined 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" Plaulrs and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSofit, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets I 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 mantifacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure'to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION. A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA fi 13-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03/1310/,70 Paa, . James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" . 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. O3 /30 1S Carlos M.._ Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Dnte: May 1, 2017 Approval Dnte: April 9, 2015 E-1 WALL LENGTH Stud Spacing at 16" O.C. o — 1 1 1 i ` 11\ . 4% WALL Dbir, ! !!.c f IEIGH Dr ar!a fl/ 7 $-' Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance DETT_AI.A 4" Onflrrii No Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barter per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 LZ' X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A IS -thick 15 ply APA rated ph-vod sheathing in acoodance with Florida Suiidirg Code Section 23223 Water resistive barrier per Florida Building Code Section 1404.2 2' X 4- S-P-F Wood Studs HardiePanel, mcm B-6 Cempanel, Prevail Panel Siding PRODUCTDE_SCR1P710N HarrliePanel®, Cempanel®. & Prevail® Panel Siding materials are nonasbpstos fiber-ce products tested in accordance with ASTM C1186 Grade if. Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESLGNPRES-S_499 RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant — Planks installed over 5/8" thick 15 py ApA rated plywood sheathing LIARDIEPAjF CEMPAHEL, PREVQ1LRANEL SIDING 1NS . UATLON 1]E7A11_S All instillation shall be done in conformance with this Notice of Acceptance, the manufacturersInstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.OANote 1] 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 23223. d sheathing supportedThesidingpanelsshagbeinstalledover5/8' thick / 5 ply APA rated plywoodbyaminimumof2"X4" S-P-F wood studs spaced a maximums of 16" O.C. Note 21 The siding panel fastener shall be a T long, 0.223" head diameter, 0.092" shankdiameter, corrosion resistant siding nail; the fasteners shag be spaced at 6" O.C, at panel edgesandintermediatestuds; the fasteners shag 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 lV and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Bulding Products, Inc. 10901 Elm Avenue Fontana, CA 92337 ovw No I P" I W.'G. VV„-1- - - FaX 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales SCALE lir =1'-0 Date: 4r142o13 sttEET 1 OF 12 Fastener Spacing per Florida Building Code.Section 2322.3 as *NjfliB Wib ft FkWWD ffww RR0&w1 CAG" 6.00in. I Fastener Spacing per Florida Building Code Section 2322.3 I I. MOMCTREmw as eowV1yiog wA dw Ftfo ida orb 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 S_H_ EATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322-3 CIADIJiJnIG THE PANEL IS 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 Cladding Framing Sheathing wul 0 FC0 I• I A, oill ' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909356-6300 SIZE FS04 NO DM NO REV Fax 909-427-0634 A PNL-PLKSOFF 1 Creator E. Gonzales SOME 1" = V-0" Date: 4/24/2013 ISMEET 201 12 WALL LENGTH Stud Spacing at 16" O.C. I H lw r! ki Surma WALL L EIGHT i pews{Coacroi 3/8" Minimum QF_TAILA- rbe•Florids OG No. 24 STATE 40 RI S/ONA' Distance Nails at 6" O.C. (typ.) Sheathing fastener, as described in Note 1. Panel fastener, as described in Note 2 HardiePanelO Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 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. SEE DETAIL A 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described M. in Note 1 Water -resistive barrier per Florida Building Code Section 14042 Act: 20ga, 3-5/8" X 1S/8" G k Metal Cstud rrrr HardiePanel, S Cempanel, Prevail Panel Siding E&ODUCf DESCRL_ QU HardiePanelO, Cempanel®, & Ptevail® Panel Siding materials are nonasbestos fiber-cemerrt products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL DLMEtiI$10@I_S. Width Length Thickness 4' 8,9,10' 5/16" DESIGIy PRESSURE RATING Installation Design Pressure Metal Studs -104 psf Impact Resistant — Panel installed over 518" thick / 5 ply APA rated plywood sheathing HAP IyFL—CEMPANEL,-EEZEVAlkEANEL SIDING INSJA ILQt Dle?AILrS All installation snail be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, .Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this- N.O.A. Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5/8" X 1-5/8" Metal C-Studs spaced a maximum of 16" O.C. Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long` ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; thefastenersshallbedriventhroughthe5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO I OWG NO I REV A I I PNL-PLK-SOFF 112" = T-0" I Date: 4242013 3OF12 6.00in. r-- I 6.00in. I III I 6.00in. PRODUC as ww0TREVISMybgFb9i n A=1pWw NO won 7 lay FRAMINGNOMINAL 20 GAUGE 3-5/8" X 1-518" 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 SHEATH)(G i NOMINAL 518" THICK / 5 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 THE PANEL IS FASTENED WITH NO. 8A8, 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 I II I' I Sheathing II I•I II II I fjGA I• I I I F -• 0. 121 I I.I o STATE OF : I I I• `S/O N AL '` FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION LOAD NOT PARTF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FORHESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 none: yvJ 3av-oaw 6,cLE pNl_pLK OFF Fax 909-427-0634 Creator:E Gonzales 1" = 1'-0" Date: 4242013 SHEET 4 OF 12 SEE PRODUCT DEA9.R-1RMi Stud Spacing at 16"O.C. ALL LENGTH DETAIL A Hardieia`, CemplankO, & prevaile Plank Lap Siding materials s fiber -cementsirthick / 5 ply, APA are nonasbesto r --- — - ---- products tested in accordance withA ........ rated plywood ASTM C1 186 Grade it, Type A and Sheathing in meeting the requirements of theaccordancevvithFloridaBuildingCode. JA IM rys b- Florida Building Code t TF as oX#0Y* wi& Mcift .. ..... Section 2322.3 1. PAWELP1M.M!%1QMA BWld*CA& LengthWidthThickness WALL .: HEIGHJ barrier per Florida :59-1/2- 1Z 5116' T Bu ild-uig Code WY section 14042 P-9MGM PRESSURE RATING WIMI 3d-- Pro&" caitw Design PressureZ. X rSp.F installation Wood Studs Wood Studs -92 psf Lop Siding impact Resistant Planks installed over 6/8" thick 5 ply 13 -4-- / if -CTI- - 34'Minimum Edge Distance Nails at' 16"O.C. (W-) _i1,riaIIX5/16" APA rated plywood sheathing thick starter sit • Q N 0- 0 1JA _qEMPLANK, PRA-ILL-AP-S ljjh!PJ-§;jCA-,LLA- TAJ.LASheathingfastener. as be - EY done With this Notice of Acceptance, the manufacturers described in Note I ne in - All installationshallconformanons, and theapplicablesectionsoftheFloridaBuildingCode. installation recommendations, lank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Wood studswhereHardiePCodeandtherequirementsoftK'S N-OA Engineer orArchitectpertheFloridaBuildingshallbeattachedtothestudsinaccordanceNote 1]5/6, thick / 5 ply APA rated plywood sheathing Siding fastener, as with Florida Building Code Section 1322.3. described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114! wide Jccr laps at the top of the plank such that the exposure area of each plank is:s 8-11W'vertically. Cow 1 HardiePlank, [Note 2] The siding fastener shall be a 2 -11Z P, WilbF1111vidslong, 0.22Yhead diameter. 0.092'shank diameter, 6 vertically and 16!' O.C. horizontally; No Cemplank, Prevail corrosion -resistant siding nail; The siding is fastened 8AM!'O.C. v Ed plywood sheathing, fasteners fasteners aredrivenintowoodstudsthrough5/8" thick / 5 ply APA rat I Lap Siding are placed in the overlapping area approximately 314" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs, PWKW- PcameosWater -resistive banier The planks shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a per Florida Building minimum of ZX4" S-P-F wood studs spaced a maximum of 16" O.C. Code Section 1404.2 Fasteners shall have a minimum edge distance of Mr. HARDIEPLANK, CEMPLANY, PREVAIL LAP SIDING 5Wthick 15 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened Hardie Building Products, Inc. in accordancewithFloridaJamesBuildingCode Section 10901 Elm Avenue 2322.3 • Fontana, CA 92337 OWGNO 2" X 4" S-P-F Wood Studs Phone:909-3 0 SIZE FSCM NO PNL-PLK- SOFF L RED The wall and soffit frames are to be designed Fax 909427-0634 A by the Architect or Engineer of Record in Creator E. Gonzales SCALE Date: 4/2412013 1 SHED 5 OF 12 compliance with the Florida Building Code. Fastener Spacing per Florida Building Code Section 2322.3 16 in. OCoCladding l I • Framing 0.75n f FIROWCT REVLSM as wmplymg.i&*wFbrW* Bm]f" C a* T 58.251n. f FRAMIIJG 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 1N COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C_LADDII_G PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 58.1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" 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 1.1 ' i • Fastener Spacing per Florida I Sheathing Building Code Section 2322.3 PRODUCIrREVISM S z I ,No. 12i sy = STATE OFPE.......... UAIAL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 FSC"' NO °V-° NO Fax 909-027-0534 A PNL-PLK-SOFF Creator. I- Gonzales SCALE 1" =1'-0" Date: 4/24nm swwr 6 OF 12 Stud Spacing at 16 O.C. 1rVP,LL LENG SEE PIZCOUgT OT C IPTiO_N DETAIL A HardiePlank®, Cemplank®, and thick / $ply APA Prevail® Plank lap Siding materials 77 -------.__--,,._.__-_--_- _-- _,_ r.-_.. _,. _._.._..-;-'----_-_-- ; •---..--- r^ l rated plywood are nonasbestosfiberDement sheathing fastened products tested in accordance with to metal studs as ASTM C1186 Grade II, Type A and descibed in Note 1 meeting the requirements of the y' "' t, Florida Building Code. me pTy;=gCwatbitsyswift Water -resistive WALL i ! I barrier per Florida PLANK-QIMENSIONS HEIGHT i i p ? \ F Building Code Width Length Thickness Section 14042 5 9-1/2" 12' 5/161• Alm Y i'todorxCoat sll ; i i r ;; 20ga, 3-WX 1-518' DESIGN PRE$SU$E RATING Metal C3tud Installation Design Pressure Q • F F \ HardiePlank, Metal Studs -92 psf L!. ................... i1.........--.L1....-..«....:..... .L- -.' \ mplank, Prevall B-- - f ' - j_ 8/0 •''•.....• , Lap Siding Impact Resistant - NAL C 0 Planks installed over 5/8" thick / 5 ply3/4 Minimum Edge Distance Nails at 16" O.C. (typ•) '%B.g 1-1i4'tanX 5/16" APA rated plywood sheathingthickstarterstrip DETAII i HARDIEPL,ANKyCEMPL.A_NIJPREVAIL_LJIP $IOING_INSiAI.LATIO_VDE igIJ1$ Ail installation shall be done in conformance with this Notice of Acceptance. the manufacturers installation ice Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an PRt4)tiCiC v:sm Engineer or Architect per the Florida Building Code and the requirements of this N.OA aq'000pfYing doe Fbir ice [Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel a \ edges and all intermediate supports using a No.8-18, 0.315" head drameterx 1-1/4' long bugle head screwSidingfastener, as Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at r described in Note 2 the top of the plank such that the exposure area of each plank is:5 8-1/4" vertically. sra [Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long` bugle head t si CnMd I screw over metal studs (-or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlank, fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally, fasteners are driven into metal studs through 518" Cemplank, thick /5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding from the bottom edge of the overlapping plank. a Vertical joints shall be placed over studs. Water -resistive ' ' The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. V. Fasteners shall have a minimum edge distance of 3/8". Building Code Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Inc, metal studs as described in _ 10901 Elm Avenue Note 1 • Fontana, CA 92337 20ga, 3-5/8" X 1-5/8" Metal O-eud Phone: 909.356.6300 FSCa N MONO aev The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator E. Gonzales sauF 1/2" = T-0" Date: 4/24/2013 SHEu 7 OF 12 0.75ir 5 FRA NOMINAL 20 GAUGE 3-515" A 1-Wd-' S I =L a i UUa io 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 SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW CLAIDING PLANKS OVERLAP 1-1/4° THE EXPOSURE IS 58-1/4" THE PLANKS ARE FASTENED WITH NO. 8•18, 0.315" HEAD DIAMETER X 2-1W 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 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, CEMPIANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue o Fontana, CA 92337 Phone: 909-356-6300 sm N0 DvVG NO Fax 909427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1" =1'-0" Date: 4124/2013 SHM 6 OF 12 WALL 1 D-ETA1LA WALL LENGTH Stud Spacing at 16" O.C. 318" Minimum SEE DETAIL A J 2" X 4° S-P-F Wood Studs HardieSoffit, Cemsoffit J I S.CJJ_O_NB. Nails at 4" O.C. (typ.)pRdDVCr RE SSM Distance a ormoyb g wilb rk FlMW 0 offit fastener, as ascribed in Note HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffil, frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. P&0AL C`T,DESCRIP710N Hardie5oMtO & Cemsoffit® materials are nonasbestos fiber-cemegt products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFCT DIMENSIONS Width Length Thickness N 8' 11N, p $IGN PFi SSUREj3A1_l1 IG Installation Desibn Pressure Wood Studs -70 psf PRODUCT REVISED inoy ine -ft me Florida Buedmg Loft A«epr.,co No 1-3 ,G, Dift By l03&° Product Comoi 444# 11F.. OGAYV4 =- 4 21 ZZ STATE OF c'•• FAQ R10:•' lFss/ONAl. FiARD1 SAl_O_EF1?c Ms_o.FEirpAN.I IsYA_.I-LATIPN M.AMA i installation shall be done in conformance with this Notice of Acceptance, the manufacturer's hstallation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum Z X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3Ar and a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 owc No PNL-PLK-SOFF SCALE 112" = 1'-o" I Date: 4r24l2013 9OF12 4.00iTn. 1P'SO1i U& &EViSFD v b the FWAS PRODRItr C BIr1rISFD e+901yme as complying acfts wild I atl+urw INo gA cKaosoo „rjo • t 3 I ,47 Pma a Cooed ERAMLN-Q 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 CLADDII!!G ' THE SOFFIT IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAIL'S N' O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing, i No. 121 STATEaSTATE' SFORI4P\1`' S ONAL t V 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) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO OWS NO Fax 909-427-0634 A Creator. E. Gonzales ISCALF 1• = V-0" PNL-PLK-SOFF I 1 Date: 4/24/2013 ISHEET 10 OF 12 7-1 i WALL 1 oETA L-A ALL LENGTH Stud Spacing at 16" O.C. Nails at 6" O.C. (typ) 3/8" Minimum Edge Distance fastener, as ribed in Note 1 HardieSoffit, Cemsoffit t 20ga, 3-5/8" 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. P-10S U_CT DESCRIP7L0_N SEE HardieSoffi* & CemsoffitO materials DETAILA are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-51V X 1-5/8" SO_F_F_%C DJMENSIC±t 15 Width Length Thickness etas C-stud 4' 8' Y" HardieSoffit, DESIGN PRESSURE RATING Cemsoffit Installation Design Pressure i. Metal Studs rr - 55....'' t, tt''1.0Q4 " - SQCTIQNI3$ PRODUCT REVIUVW ': •., P te brift es nS cD wiib e Flaida ems aoek A=qXwxm No f3.O t -C i 121 Ae-.tanoe S7gr c . e P oaea coeeet _ F • OR I D P,`1/ ate Mz-•.......-•• CEMSOF ITpANEIINSTALIA_-U NDECAILS s/N L NOtrtr/ y LIARpIES-O-FFLTy AU installation shall be done in conformance with this Notice of Acceptan,'4Se'fi{'nufacturers installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSofft. Cemsoffit will be installed shaU be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal ' framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 1ti O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E.•Gonrales. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS- METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 12" =1'-0" 0M NO REV PNL-PLKSOFF I 1 Date: 4124/2013 1 SHEET 11 OF 12 6.00in. ,o.wm• Cladding Framing 6.00In j— - PRCDVCC REVL%ED wilyl6e•FIo6b gam% l rrrrrrii, Aoee roe "' t-43N.07 - AWAA tit' ..i ffa a r„oral BY wf E Miatm> IDN&ft- satCoeaoi ` 2 21 off FLOR P.. FRAMING- NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESELOADS) 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 CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 5' O-C. AT PANEL EDGES AND INTERMEDIATE o Fontana, CA 92337 STUDS Phone: 909356-6300 SIZE FSCM NO om NO REV Fax 909-4274634 A PNL-PLK-SOFF 1 Creator. E. Gonzales Scow 1" = 9'-0" Date: 4r24=13 SHEET 12 OF 12 I Florida Building Code Online Page 1 of 2 I 0 d • a1 r r BOS Home ! Lop In I User Registration : Hot Topics I Submit Surcharge I stats & Facts ; Publications I FBC Staff l SC1S site Map I Links I Search rI0f11 R r+:f: Product Approval i USER: Public User fry+aMEr n+ Product ARproval Menu > ProduR or Application Search > Application Lrst > Application Detail FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcolisinc.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 G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 20- Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - F1NAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # 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 Repoli for limits of use. Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdf Created by Independent Third Party: Yes Back Hptt Contact Us ;: 2601 Blan Stone Road. Tallahassee FL 323Phone: 850-487.1824 The State of Flonda is an AAtEEO 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 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.S., please click here . Product Approval Accepts: HERO Credit Card Safe http:// vN,w r. fl oridabuil ding. org/pr/pr_app_dtl.aspx?param=wGEVXQNN,tDquk24AUCD/o2fE... 9/7/2017 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5 H EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES E02ty 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See )Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t%IIIIII111'r oo No 74021 STATE OF '• cc F • O R `'D CANsONAk- • CERTIFICATION OF INDEPENDENCE 2017 ,06.06 15 :48:16 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Loc tion 11 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 IF Fastener Fastener Location 11l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approve 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. 0072-inch dia. x min. 3/16- 12F-1 16 inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail 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 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-inch long T nail 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-3 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced head dia. trip nail spaced 48- 64.2 and securing each panel lpanellapp inch o.c. ALC15001.2 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-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-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 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pallem spaced 24- screw spaced 16-inch o.c. spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch 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- t53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond patlem Wood 1-inch leg staple spaced max. 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 0072 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. tnm nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 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 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP 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- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch 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 ps() Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16,11 Max. Wood Three ( 3) min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood 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 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001. 2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 i . 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. f80/-90 diamond pattern inch ring One (1) min. 1.75-inch inch O.C./ 16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter ago/ 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. 76.6spaced8-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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP 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 lx2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern in inx 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) 16 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 0.0724nch 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 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 6 This evaluation report is provided for Stale 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso 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 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'h- One (1) min. 1.75-inch Max. railer with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 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 ga.'/. 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 (2) lap Wood 8-inch o.cand finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batlen/rafler 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 8of8 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. lilffiIIIIIIIIII MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Symms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/9" hen-1 dla. nail with min. l4" en3a9umWnt(for w -A aubatcaeel ov min. 0.991" die. T-nall or atub- untl With min. 5/9" e113a39me11t(f0r concre'-e or block ;wbetvato) , airacod as not -xi nWve. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II \—.'F CHANNEL SOFFIT OVERHANG WIDTH VARIES) 12F-3n Wood, coitc-,43 • or Eloc:k H FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. l—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-115 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 IS System No. Installation Detail T, ` SOFFIT STAPLE OPEN RAFTER 3/4" X 1/4• i 1-1 DIAMOND PATTERN ICROWNSTAPLES DD_ USING A DIAMOND f—°°aI ST.ais / PATTERN FACIA BOARD / FASCIA CAP 12F-2 3/4• X 1/4• CROWN FACIA BOARD 8" 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F• CHANNEL CAN BE. PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4• X 1/4" CROWN STAPLE SOFFIT- max•. 12-1nch span W000 SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 FL12194-R5 Page 2 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj 3/9SKNIM ` SOFFIT STAPLE OIST I DIAMOND I DETAILEll, PATTERN FACA BOARO afwmI 3/4' X 1/4- CROWN STAPLE -24' JTRIMNAIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1I3/4' X 1/4- CROWNFACIA STAPLE '8' ON CENTER 1CHANNEL BOARD 1-3/4" TRIM NAIL Pscrewedtoso[ritPAINTEDq9x S.S. 48"withoneili FASCIA CAP 1/2• x3/B• head O.C. diameter screw, 3/4- X 1/4- 15' o.cCROWN STAPLE SOFFR-max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 P TRIM MAIL FASCIA BOARD PAINTED SS. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD li Df S/B' FNtE 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT L FASCIA DETAIL f' CMANt1EL SOFFITI MAX. TV SPAII MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 of 12 This evaluation report is provided for Stale 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 Min. 3/8" head dia. nail with min. IN" enga-jementifor wood suhstral.e) or min. 0.0?7" dia. T-nail or stub nail w16h min. 5/8" ongagemenL(for concreto or, block substrate). spaced as nottid above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE I 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail KTW°' ` SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' 1 II I DIAMOND PATTERN D ETAI LCROWNSTAPLES1 USING A DIAMOND ' 1 WEINI sritsw. 11 FACIA BOARDPATTERN FASCIA CAP 16F-4 FACIA BOARD 1 3/4' X 1/4" CROWNJS.S. 8' STAPLE ON CENTER 1-3/4" TRIM NAIL P' F' CHANNEL CAN 6E PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHE0C NAILING FLANGE UP OR 3/4" X 1/4" DOWNCROWN STAPLE SOFFIT— max. 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- 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 1 FASCIA F- CHANNEL--,-,*' HANNEL WAR 1--- 3,81SOFFIT: MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for Stale 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 OPEN RAFTER SOFFIT STAPLE 01ST 1 DIAMOND PATTERN I DETAILELFACIABOARDSRVOli/ STNUS / 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 L—CHANNEL 3/4- X 1/4- CROWN STAPLE -8. ON CENTER 1-3/4- TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48- FASCIA CAPO.C. 3/4- X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.2 FL12194-R5 8 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' 7110 MAIL FASCIA HARD PAWTEO S.S. 1-rt FASCIA CAP STAPLES STAPLES SOFFITUSINGADIAMOND PATTERN; REFER TO 1'rt' CROWN STAPLE SOFFIT SIAPLC DIAMOND PATTERN SITAR. It' TRIM MAIL FASCIA 80AR0 PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 3 24F-4 I-ej' CROWN STAPLE FASCIA (AP; REFER TO SOFFIT i FASCIA / \ DETAIL Nominal SYP Sal ten Anchored to I 3 81SOFFIT; MAX, 2A' i•CNANNEC Rafters withith em 7d Ring Shank Nail at every Rafter % W000 SUBSTRATC 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 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 1 TRIM NAIL FASCIA BOARD PAINTEO S.S. 1•I' SMOOTH SHAM( FASCIA CAP ROOF RA0.5 SOFFIT—, 1-4' EROWN STAPLE i TRIM NA0. PAWTEO S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1'q' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OETA0. Nominal 1'v2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANHEI Rafters with ant Td Ri;q Shank flail at every Railer M000 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM MAR, FASCIA BOARD PAINTED S.S. I&GA i" T-NAILS FASCIA CAP SOFFIT 1'4* CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 2417-3 & 24F-6 1"4 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL tlominal 1'a2' SYP Batlen Anchored to SOFFIT; MAX. 24' F-CHAI1NEl Rafters with ane Td Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for Stale 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 t' TRIM NAIL FASCIA BOARO PAINTED S.S. P4' CROWN STAPLES FASCIA CAP USING A OIAM0110 SOFflI PATTERN, REFER 10 CANTIIEVEREO 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN OETA0. FASCIA BOARD I t Tam MAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 -- FASCIA CAP: REFER r- TO SOFFIT IFASCIA DETAIL,/ Harm, t' : r sYP battens \ Cabbed behveen nflers and SOFFIT: MAX. 76' 3/B•1 J-CHANNEL secured with one (1) 7d dng Ishank "I stmighl-na0ed Ihmugh the fatter Into the end / WOOD SUBSTRATE of the batten or two (2) 70 ring spank nails toe-nalled on \ — dlher rMe of the bottem at the balteNfafler Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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. Vs, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 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 ALUMINUM COILS, INC Soffits Appendix C Soffits in Ez os4e.B;: - siwi TYpe 8uilclingT60 Zone r+ t i'Y+"'r* Basic Wirid Seed- in 301407, 15 16 170 180- S 190200- 16.9 Enclosed 4 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 18.3 21.5 24.9 28.6 32.5 36.7 41.2- 45.9 50.8 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.2 FL12194-R5 2of4 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 C m''-^:,$,-:'Desi"mWind P essufes for;Soffits;im,Ez osufe C _ __ ,`;,; Building Type. Zone s- :t_ eti;Mean"`=` Ftoof Hei tit ft * F +. 20a ru' 130 140` Ba""sic 1 50' Wind!S' eed`- 160 rn` fi 170 180 s xr} 1 0' j Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 • 58.4 1 -65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 . 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. RAM CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeiHht fr Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 1 -27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5. 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW Sit- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-135 Page 1 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/6" 1/8" HEM 6"_FASCIA 7" BLANK 1/4" ISOMETRIC VIEW- - - - - --- - ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit o.2s r, v o.in-m 18' BLANK: 3. / 8 PROFILE a.rsgc• o ooao aoa oaoaa 000a oaaaa oaaa ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-RS Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 1 7/8" 1 3 1/6" 7/8" 3 1/8" 5/16" 1/2" / 1/2" 1/2" / 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE a1Tj'REF O'0'T'0 0 ZY" 0 t35•TO O O o 0 0 0 0 0 0000o h 0 0 0 0 o0000 0000 END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 7 lice • Pricifessional Regulation Bcis Home Log In User Registration Hot Topic Submit Surcharge Scats 6 Facts ; Publications FBC Stall SCIS Site Map ( Links Search Product Approval ir n USER: Public Userlb 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 El IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31F14 708) 496-2800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 4S6 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G 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://,A-A w. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 2 of 3 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 tt 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 .odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.0fDesignPressure: 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 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf 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.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 Il Hip and Ridge Cap Shingle Installation Instructions.odf 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 5.odfDesignPressure: 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 1KO- 133-02-01 Letter- Installation Instructions for FBC FL7006.pdf FL7006 R9 11 Roofino-Products-Leading-Edge-Plus- Aoolication- EN(1).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/prlpr_app_dtl. aspx?param=wGEVXQw,tDgse7mYBd2b3 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- FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15,Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 11 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: Bald Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EC-0 employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pubic 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 455.271(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubic record If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please dick IlM. Product Approval Accepts: E Ctedh Card Safe http://vv-,A-A/. fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab—Appins-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins-8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2-3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: 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: Signed: Brad GrzyboWski Duc T. u en Managing D(rector Florida Regsre ossoEger 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 Construction Materials Technobgies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel- 813.621.57T7 Fax. 813-M-5840 e-mail. mated&1esGng@pncmLeom WebSite: hltpJkiww.pricmt.00m 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 i SEALING STRIP — 1 I I„at- 6118' Lil NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PM ConsVuction Materials Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel*813-621.5777 Fax: 813.621.5840 email: materialstesting@pricoLoom webSite: http•/Mww.pricmt.corn 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". 630 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sbc na0s as shorn. roiwra M r r', r CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConsWdon Materials Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel- 813.621.5777 Fax: 613-621.5840 a -mail: matedaistesfing@priemLoorn WebSite: http://www.pricml.wm IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER CUT PRI construction Matenals Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621.5777 Fax: 813-621.5840 e-mail* malenalsteslmg@pncml.00m webSite. http.'/Mww.priant.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 flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at,perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower 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. PPo Construction Materials Techrabgies, I.I.C. 6412 Badger Drrve Tampa, Fl. 33610 Tel: 813-621.5777 Fax: 813-621.5B40 e-mail- matenalslesting@pricmt.com WebSile• MtpJlwww.p6cmt.com Florida Building Code Online Page 1 of 2 ftfessionadRegulation p ar BCIS Moore I Log In ' User Registration Mot Topic Submit Surcharge S[atS 6 Facts ; Publications FSC Staff SCIS Site Map Unks Search Or product Approval USER: Public User prooutt Approval Menu > Protlutt or Application 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@WarriorRoof'ing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoof'ing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By RD] affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://,A,v w.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQ,,ArtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity 0Yes ONo ON/A Product Approval Method Method 1 Option B Date Submitted 02/13/201S Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products FL If Model, Number or Name Description 2346.1 15 and tl30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 RS 11 Installation) nstructions.DdF 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 Reoort.Ddf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.Ddf 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 I1 Installationlnstructions.Ddf 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 Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Report.Ddf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Nert Contact Us :: 2601 Blair Stone Road. Tallahassee Fl- 32399 Phone: BSO-497.1821 The State of Florida is an WEED employer Coovncht 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 h=. Product Approval Accepts: Credii Card Safe. http://,ANvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 M WARRIOR® ROOFING MANUFACTURING P.O. BOX 4005 • TUSCALOOSA, AL 35404 • PHONE (205) 553.1734 • FAX (205) 553-1755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 172D1 • PHONE (717) 709-0323 • FAX (717) 709-0027 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 patter 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 tq n urPTropg- ater 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. From:AOvantag0 Plumbing T`, C77 F i'4 Oi7,r3Y36,9S4. OCT 10 2017 10/10/2017 11:56 *049 P.004/006 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ o?s-%(-I T_ Documented Construction Value: S , D Job Address: 3"860 Loon Historic District: Yes No I& FafeeKD: Lv t- 100 ln13&q I'V1 P-e-YRistialgi Commercial Type of Work: Nev4 Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Plan Review Contact Person: Phone: 407- 323-7515 L hry 55o,- I J (Y -e r-t cW I - Fax• 407- 32 - 8954 Email: Property Owner Information Name Phone: Street: City, State Zip: Advantage Plumbing, Inc. Name FU Box Street: City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Resident of property? : 4 z(_ Contractor Information Phone: 407- 323- 7515 Fax: State License No.: ' 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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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. Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no worklor 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 thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, eta FBC 165. 3 Shall be inscribed wkb the date of application and the code in effect as of that date: S' Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application IyD- From:Adventage Plumbing 4073236954 10/10/2017 11:57 #049 P.005/00e NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date A Thomas Smith Print Ovmer/Agen 'a a Print Contractor/Agent's Name Merednit L WarmCk4Smilh NOTARY PUBLIC Signature of Notary -State o oriels Date Signet da pate Cotrmtt GG130859 Expires e/21/2021 Owner/Agent is _X_ Personally Known to Me Contractor/Agent is X Personally Known to Me or or Produced ID Type of 11D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building . Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2013 Permit Application FI0m:Advent09e Plumbing 4073236954 10/10/2017 11:57 0049 P.006/006 Advantage Plumbing, Inc. Page No.1 Pro osal of 1 Page(s) Submitted To: Phone: Date: 6-14-17 Name: Park Square Homes Job Name: WaftonMalton II 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for.• 2 Water Closets, Sterling, elongated. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, electric, 50 gallon, with stand. 1 Shower with vinyl pan; sloping by others. 1 Laundry box. 1 Ice maker box. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen Chateau valves per spec. Option: Sterling 60x42 Ensemble soaking tub in master bath with skirt and thermostatic mixing valve: + $820 Option: Extra bath on I" floor with 1 water closet, 1 tub & 1 lavatory per spec: + $735 Bid excludes faucets and sinks. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Three thousand six hundred fifty dollars $3,650.00 with payment to be made as Follows: 30% upon completion of rough in: 30% upon completion of tub sett 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 ADVANTAGEPLUMBING@CFL.RR.COM DESCRIPTION AS FURNISHED: Lot 100, WYNDHAM . PRESERVE, os recorded in Plat Book 81, Pages 93 thr0Ll9h 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America UNNAMED PLATTED R/W. PALMER'S SUBDIVISION N 00°16'57" W REC. I/2• I.R. 0.5' 66.87' FENCE PVC • REC. 1/2" I.R. NO I.D. _ I -ON % ON 1 _ NO I.D. 0.5' OFF 15' BUFFER EASEMENT jLU Z — — — — — — — — — 1. 2' $4.57' 54.57' OFF LOT 700 1 8. 43' 14.7 ,, COV'D. r,12.7 18. 43' c6l BRICK JW MO 12.7 CO 6 LOT 99 ONE STORY co ' c RESIDENCE c F.Fm26.70' EQ b 3. 0'x3.0' AC PAD S.43' TRACT A 00%0- 0 STORMWATER TRACT) n3, 8. 44' SETBACKS AS FURNISHED FRONT a 25'(•) REAR 20' SIDE a 5' (40' LOT) 7. 5' (60' LOT) 10' ( 75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 25' PROPOSED - nNSHED SPOT GRADE ELEVATIONS PEN DRAINAGE PLANS G PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD" Yl OQO PROPOSED F.F. PER PLANS a 26.7' Q corU. _ 0 h 10.0' BRICK20.0' 26. 6' BRICK BRICK 25.2 WALK DR. 27.8 ' 37. 16' 2_ 0 10' UTILITY EASEMENT / 5, 8. 43' D- 21'06'01' 1' R=125.00' L- 46.03' P.C. REC. NAIL IN SPRINKLER SHUT OFF ryati0, eD= 42P24'11 R= 125,00' L= 92.51 ' C= 90.41 ' CB= N 42P35'03" W L 0ON LAND' PRIVATE ROAD) (50' PRIVATE R/W) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 10,682 t SQUARE FEET FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK DRIVE 913/ 151 a 1,064 t SQUARE FEET FOUNDATION/PAD Z422 t SQUARE FEET WALKS 30/ 448- 478 t SQUARE FEET REAR PATIO 85 t SQUARE FEET FRONT PORCH DECK 911 SQUARE FEET SOD 7,1331345 - 7,478 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDEO BY CLIENT • NOT FIELD VERIFIED CRUSH XHEYER-SCOTT & AAFSOC., INC. - LAND SURmVffTORTS' 9 LLYU Y P PLAT r FIELD I P. IRON PIPE C. KCa CTE MONUMENT SET IP. 1/2' 1A ./1L1 45% RL• C RECOVERED PA P. OINT Or SEGUdING PAC. POINT Or COMIENCCNENT l CENTERLINE NAD NAIL L DISK P/ V E$NT. RIGNi-OF-VAY CASEMENT DRAIN. DRAINAGE U1 IL. CLJ'C. UTILITY CHAMLINKFENCE VDSC VODD rCHCE C/ D CONCRETE DL.00K P. C. P0IM1 Or CURVATURE P. T. POINT a TANGENCY Ur.$ C. DESCRIPTION R LRADIUS ARCLCNGTND DELTA C 1:tl CHORD CHORDTEARING LEGEND 5400 E. COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PDL, POINT ON ZINC NOTES: TV. Pitt. TYPICAL PDINrOrREVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH or THE FLORIN BOARD OF Ptt. POINT Or COMPOUND CURVATURE PR0rESSRXUL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMOIISTRARVE CODE PURSU4AFT TO SECTION 472.027. nORIDA STAIUES RAP. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP TOR COPES ARE NOT VAUD. Nit. VP. NON -RADIAL VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY LE OTHER RESTRICTIONS CALC RDACALCULATED PERNAMENiREFERENCE 10NUICNT OR EASEMENTS TINT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. rF. FINISHED FLOOR ELEVATION 3 MSSU Y 4 PREPARED FOR THE SOLE BENEFIT OF 1NDSE CERTIFIED TO AND SHOULD NOT LIE RELIED UPON BY ANY OTHER ENTITY. 13L1VILDINGSCTIACKLINE6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT DOUNOARY LINES. DAA1ENCHtlNARKWISE REARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS RASE DERING (B.B.) S. ELEVATIONS. IF SHOWN, ARE B15W ON NATIONAL GEODETIC VERTICAL DATUM OF 1020, UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4596. NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN INC ESTABUSHED TOO YEAR FLOOD PLANE AS PER 'nRM' LONE X. MAP / 12117CO09OF (09-28-07) SCALE DRAWN BY: •'• CERTIiIED BY: PLOT PLAN 08-09-2017 REVISED PLOT PLAN (DRIVE ONLY) 08-30-2017 FORMSOARD FOUNDATION/ELEVS. 10-12-17 nNAL/ ELEVS. OJ-07-18 TO+ W. OTT, EYE R.L.S5 4714 JAR. S / 4801 DER No. 3224- 17•- -. 4447- 17 1368- 17 Sro6p k-006 LINItJc P C7 - Z. Ab 14- UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3S32 Maggie Blvd, Orlando. 32811 - P: 407.423.0504 - F: 407.423.3106 Client: UES Project No: 0110.1700817.0000 Workorder No: 9334841-1 Report Date: 10/20/2017 1 /, In -Place Density Test Report 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing Area Tested: (Lot 100) 3866 Loon Lane Material: Fill Reference Datum: 0 = Top of Fill UES Technician: Tristin Kegler Date -Usted: 10/20/2017 Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture 1%) Field Dry Density per Field Moisture Soil Compaction l%) Fill Depth inch) Pass or Fail 1 Southwest Corner of Pad 0-1 ft 106.8 10.6 110.9 7.3 104 N/A Pas: 2 Southeast Comer of Pad 1-2 ft 106.8 10.6 111.5 8.6 104 N/A Pas: 3 Northeast Corner of Pad 1-2 ft 106.8 10.6 111.0 7.7 104 N/A Pas: 4 Northwest Corner of Pad 1-2 ft 106.8 10.6 112.3 9.4 105 N/A Pas: 5 Center of Pad 2-3 ft 106.8 10.6 111.1 7.9 104 N/A Pas: Remarks: At time of testing footers were flooded. All test are done in pad area Tn —MAl:rb n M 1 #A.- O..h/:n —4 .n11 .n....d.t.n ....b...:Nn•I — ......F.Mw1:e/ n. —"%. nl..•" n1:nnlw anal —Oh-4-6— 0- a3ls,- DESCRIPTION AS FURNISHED: Lot 100, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public. Records of Seminole County, Florida., BOUNDARY FOR/CERTIFIED TO; Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bonk of America UNNAMED PUTTED ". PALMER'S SUBM490M N 00.16'67' W 66.87' it 15, BUFFER EASEMENT 54.57' 54.57' IS LOT too 0.4J' 1 7 16.43' 4^ LOT 99 t FORMBOARD FOUNDATION lh • O Tor. TOP OF FORM o •FORM AVERAGE-26.70' 0s to TRACT A STORNWAIER TRACT) h 8.44' No 1 FORMS- D-21.06'01' 23.2I R-125.00' P.C. L-46.03• 10' UTILITY / EASEMENT M1l D=42.2411 i R=125.00' L=92.51 ' C=90.41 ' CB=N 42.35'03" W L OON LA.IVE PRIVATE ROAW) (50' PRIVATE R/W) . SETBACKS AS FURNISHED q4.6 1, FRONT - 25'(•) I REAR - 20' r SIDE . 3' (40' LOT) r 7.1- (60' LOT) 10' (75' LOT) SIDE STREET - 25• (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN SE REDUCED TO 20. ON CERTAIN LOTS. NO MORE THAN 2) IN 'SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) W SUCCESSION AT 25' TOTAL LOT AREA 10,692 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLAiWORK OWOFF LOT - TOTAL t SOUARE FEET FLATWORK PER O"NACE PLANS DRIVE 9IJ/ I51- 1.064 t SOUARE FEET FOUNDAIION/PAD 2,422 3 SOUARE FEET PROPOSED DRAINAGE FLOW WALKS W148- 476 t SOWRE FEET REAR PATIO 851 SOWRE FEET LOT GRADING TYPE 'A M00' FRONT PORC14 DECK 91 t SQUARE FEET SOD 7,1331345 - 7,476 t SOWRE FEET POOL DECK N/A 3 SoLgRE FEETjPROPOSEDFF. PER PLANS . 26.7' N07C FRONT S10EWALK AND STREET WCIT10N TAKEN FROM INNlS PRONDED 6r cuOrr • NDr nuo vcw= - CRUSENtLlEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS 1EIM • LOIDO - 54W E. COLONW. DR. ORLANDO, FL 32007 (407)-277-32J2 FAK (407)-M-1435 r , r r 1ZL • low C. L.D[ I . 11R4 —. . TrI1GL K . 001 .m . IONr W aow•o UIvIWCL& . /oI PVCm Fie • -W W Cofa LOJ'V TW N01Lx I. THE (MMOO MM am ND1D/ axw Pw AM AMer N= INC SvA"WW a IM1Y.= g rww Ir DL maim /OWD W Pt&A& GL • Vr I& ILA 4 9% • ROIL Y • VY 47M NR • N1N+•OY WUX5PWISVO ZED WIN 0 II011 &V M MV D V= /& A AL 00i 1 ODDe IP 01 O N SIXAPE NC 47L02F, /IMOI fiMM iOOOQSWDlIK10R'S L AND OICYe A•Em ON. DO DII,'E)' ITV 00 07LS MOT V o 4 , AL . tl7OVOfD C . WneO 1®II ea -, OeA: , waeAln 00 8 AC M 2I/l1 tINeY W PROMAID FbD 70IE 4IOWiOII ILMyOp !0 M ORIILIOR. DLfIE WY R OnOI A137LCIO16 IRWOUW xMD"M rIe• . rmN W m4oe+oll ;" . IYPANCRI 1QQDell 1041pf a 6409 M TW ARM DO ApO1f1: NI lIOF1I0141W IIAOYOAaH Noe FODI 14COm 04M OTNORIO( D10wL 1ID,IYLK IP. . rem,e0 ManU" Lon, II NI : wn . 0Y • 4OYIq CIYOt lI[ Va Omir O PROMS MR FNC NU ODOR W TNOSE DDUPW M AND WNW AIr ME MM LIIOM Er MN OP90 EMW RK EL . tACDCO 1N . 1AZI K10t rAflV • MY sba I Oi1O/D00 OIDIOI /011 iNE I101IION 4F 0011410g17 MOLD/ DOUR MW Q l6m i0 RCOIOR4A:1 IpIOVIr IlMQ 7 Q,Wf.1 AM 0111D AMOM CN W MO Wr INC AIL DOW AS &M <AIOIO (OIL) OEWIM I DOOM ARC NDID 4N *MQL MOM V00V . OOW W IIHt L4e0IP WNCRO [ M W OWL : VWW LM IOU R 0O1W101R W AM1D40A71PM Nn A11a V12 • Vma Ioc1 gR• rYL SCALE,-- 1• . Jy —I DAA4N W. Ix" M W Fait r ,ter COflDRD Dq 0U[ ORM NO, I• wt PLOT PUN 06-OV-2017 5224-17 a : MI.O6T' REMm PLOT PLAN (0RlVE ONLY) 06-70-2017 Gi : CHORD 1GA01E N0171M F' ORNBMRD FDON04nON/ELELS. 10-12-17 4447-17 w naIIALONCIVROPOWDotsNorUrRRNMIKE LSTASLISM 100 r60 IL000 PLANE AS Pal TRWI•F A'. 4714 E1W. RLS / 4001 IMrE Y' NIP / 121 FnC W (O2I-On Revision Response to Comments gY: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2514 Submittal Date 12/05/17 Project Address: 3866 Loon Lane (Wyndham Preserve lot 100) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison—parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: Revised drainage riser diagram ROUTING INFORMATION Approvals M 1404 P-uA &A l)y2,t7,*J,4 zmamve E) I* C-rkA1% i q, I I nt, I 9z 0 04 CO) V o u.. W A CITY OF SANFORD x BUILDING & FIRE PREVENTION n;y PERMIT APPLICATION Application No: Documented Construction Value: $ Zo Job Address: Ch LAXU,(- Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: \Y1SAVM inet-. 3.b A-0'n hVIL Mkk^aACA Plan Review Contact Person: N C \ HY` Title: Phone: ') 915 2'1(02 Fax: Email: Ati1Ny .cbdn Aue1. t Itle6Fo0(Aa:;nA p Property Owner Information Name C avk sa", Street: \/ k L 041\ a "Qa SAC bJhCity, State Zip: w.#^ Phone: Resident of property? : Contractor Information Name C)1nC C—' NeA ii Phone: 401 q_ 15 ?,-1l0 2 Street: 8 coa Cyr Fax: 14-1 6 2-9 9.W 1 City, State Zip: Wftic> Pu. „ 5MCk 2 State License No.: CAC, 032,1N9 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10S.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.201 S 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 fo be done in compliance with all applicable laws regu Signature of owner/Agent Date Print Owner/Agent's Neme Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Information is accurate and that all work will histructipn and zoning. Print Conywwr/Agent's Name Signature KELLY WEBSTER Notary Public - State of Florida Commlaalon • FF 978034 My Comm. Explres Apr 4, 2020 Produced ID .. Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 201 S Permit Application I I Envelope Leakage Test Report Blower Door Test) R402.4.1.2 Compliance Jurisdiction: Permit #: P7- Swi c,• 8(; i - .•a•_ .:,1 r •.r::. Sx' ." s :•w:a".{Y c r,;`°.•Lti; 1.4. ,.I.. r'): 4•i '-t •r.. - r'„v°`»•ter c ..,{, L ` r"•-' f'r'.r: '' ,i. '.".'•'71•su:;iv.., Lj'73 r F:C..,Ls. f.',`.tt 1A i A F. r1'sS;W i.,. ':a..'-`!^'"•7Fr,}• i.tL}r, 7h+li.. sir 'L;'3rr r tY.'^iy frt'. .Yla L`. +,( I .r ft.(• ..TL _ ; `S-I:m, `.,,. 'ir-M•^Y ll ::I: •" •Nl`.: '' iH'f '•. 'IF: J,o6lnform :k;::,, - r •x: .' ,: h ,. '+ :. s-;L ,;tea>: atlon ti- s >-• "}•LF( L r j( X 1 . .K. ,-'r= r:°3..r. [i 1 bL y y a'' ,('`yf, ,7• y{ rp y.y.7r.,(' ;k`,...iSF- f ,•.,' w:F Sl 1'.. 1`:-a-1 tLC ;_+- ,!»'1:4+.':'1•%, , 1W: ;, .S,L P-V'.. e+iiryi F ; `• fi"+•1;4h^:. 7 i,i. "jailF!. T: R t .4f•fJi '; : r'o,- .,.--..'i'•'. 6:•i!; •. '.`:Xr3 rY+d Builder: Community: Lot: Address: 3 cy1e Unit: City:. rd State: Zip: 3 -1 3 W• X • "tY• -C,- iys. 2 - • i v.r iI - : +.` .: `y.>la1 -... • .:3.5°.1 • •i.,... ; Air Leakage Test Results passing results sr%be 7AGH(50) or M1. 5'- pi'y;. i Metfdd ifor calculating buildingw[I'olume_:' I' j911',gaf. r i,(. 1 1,'or i"-1;• 'r°',="I 4 M' i,i {I• : ' ;r<., .' i 1C1S' x 60 O/ = r 131 I ' O,:Retrieved;from archltecturall;pl'ans?! br'r wCFM(SO) II -• BuildingVolume ACH(50) r u',k '., ; I lt,i ll, .,y,,, I ;•,ti ,iY I r, YYi,,i:r,::il 6;4'I:'' 'rN Cgdel'software;;calculatecl ;.'• ''hla;,:'1;;,41:1;; 44;'iilr,+ iisy 4 iild i ir;'lll' •„i; i ..,, -_I_- ^L=; ,I r ' li'!;ilr'Ij:?i;?I PASS FAIL I r.i' :N:,',19jlII d' i =' Q' Fieldlmeasured'--and;calculated'°;';;°'jlJ::lrl.r:.'I sr "Lf',ti1;7,;';,.L°.. "._ I. L;ly F ;; ,'h;',,r;.;;:lr',:s;j,r.M_!'•: i' I ']' J'i°.''•Jd l};iia c u• ' tiu 'J:LI I LLJI vn..' 16j'rl Rill'Ir'14u1'4' YI fJ' I , I'! !`J r When ACH( 50) is less than 3, Mechanical Ventilation installation must be verified Certification of Test Results R402.4. 1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 Inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993( 5) or (7), F.S. or individuals licensed as set forth in Section 489.10511 (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed any time after creation of all penetrations of the building thermal envelope. la.,.twJ,,,_ YY lrlk'`.t7'•-Y'g ':i°{l; +ty;i 'tv''1. " -t. 1Ljv... '- n.: .:..yrsy}r•!".r*n ,p r» `r t ,i, ^J i. NestingCompany;,•' a'. , W—Yi' t'! .nNS4`u, C..K4fiur,.-.:3.,=v i:' Company Name: 15 Liahtvears, Inc. Phone: (85514, R-j°.S1 S I hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402.4.1.2, Climate Zone 1 and 2. Date of Test:03 /ad l ! Signature of Tester Printed Name of Tester: Chris Gomez i License/ Certification #: K51 DPB Issuing Authority: RESNET 1 7 a61 e Duct Leakage Test Report Prescriptive or Performance Method Jurisdiction: Permit #: rz_ i 1 iv Job Information I Builder: es Community: w n Lot:/ 6, Address: 3 $ e unit: City: State: zip:& 773 Duct Leakage Test Results O Prescriptive Method OPerformance Method System 1 341 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems y cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.2.2 Werformance Method cfm25 (out or Total) To qualify as "substantially leak free" Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2014 31f - l = 6-olV Qn Leakage Type selected s ecl lTotalofallTotalConditioned on Form R405-2014 Qn p fed'on Form systems Square Footage ( Energy Calc) R405-2014 (Energy Calc) 2PASS OFAIL I Pig . a3 Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Date of Test: 03.0x, 1; Signature of Tester: Printed Name of Tester: Chris Gomez License/Certification #: K51 DPR Issuing Authority: RESNET i CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: S IP6- 1245 z5 Job Address: 38(o(, Cc L--\ Lc eN-e Historic District: Yes No Parcel ID: Residential R Commercial[ Type of Work: New ID Addition Alteration Repair Demo Change of Use Move E Description of Work: Qi LA-wv.b wi-:: 4- 5 tom, c a k P L-VA5 es - OQ e. c'- tic, ci e-P, Plan Review Contact Person: 1 cups --3-eaif 10 ci cC •e-T Phone: Fag: Email: Property Owner Information Name Street: City, State Zip: Phone: Resident of property?: Contractor Information Name 2 J ILt R t -v"'Jo t i1 Phone: -- L4- 2 Street: cl I Fax: (40- — City, State Zip: Qr4 cx-nJ o , (5F-, 31-Zy' State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: A - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Ya PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation I commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construct'. in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poq furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shan 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 found in the public records of this county, and there may be additional permits required from other governmental entities such as was 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 requh in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Sip of No -State of Florida Date y PAT SUSI MY C-CwASS10.4 t FF 12M August 25, 2018 iEXPIRES: pAZiwtMrtaYPtikicUndenr9eis y C `" ersonaly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Revised: June 30, 2015 Permit Application M07 Slale Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34869 Valrico, FL 33594 • '••. Orlando. FL 32824 vnvw.RJKlelry.lxun 727-863-5486 813-661.0707 407-855-2636 State LicOnse 4 CF-0O20 342 R.J. Ki ELTY Page: 10, 1 Proposal No: 717-13526 PLUMBING • "EATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey -1412 j aplti-r_Lr.« Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days ' All materials guaranteed to be as specified. All work to be completed In a workmen like manner according to standard practices. Any alteration or davlatio from specification below Involving extra costs execuled only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, a s or dela 5 beyond our control. Owner to cant' R{omado. and other necessary Insurance. fur workers are covered by %corker's compensaw ' urance. ( _ „(` V t luny AUTHORIZED SIGNA' THIS PROPOSAL MA E W ITHDRA N IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a mates for. Master Bath 1 Shower Sterling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL182 Chrome Valve d Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Both - I Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 118 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet archon 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cold 1 Icemaker tine With Recessed Box 1 Dishwasher -Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE. Backfilling Included For Sewar 8 Water Only (Slab BackfillIng By Others) Backllow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per tool MY Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws • Florida Statutes 713.001.713.37. Acceptance of.Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made a outlined above. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 112% will be added after 3 days. Any sewer laps deeper than 4 112 feet or requires backhoe or dewatering will be an extra charge. I SIGNED:,,—, Ll r 1' I f G14 DATE OF ACCEPTANCE & PAGE 2; t Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3866 Loon Lane Historic District: Y;es0No 1 Parcel ID: 17-20-31-502-0000-1000 Residential Commercial[] Type of Work: Newts Addition Alteration RepairD Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone. 407-630-0119 Fax; Email:brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC./Carla Byerly Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC130.08106 Architect/Engineer Information Phone: Fax: E-mail: Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Mortgage Lender: n/a 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing; signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. NBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Permit Application Revised: January 1, 2018 app le NOTICE: In addition to the requirements of this permit, there may be additional restrictions her governmental to this property such 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. of the requirements of Florida Lien Law, FS 713. Acceptance of permit is verification that 1 will notify the owner of the property q of permit submittal. A copy of the executed contract is requiredTheCityofSanfordrequirespaymentofaplanreviewfeeatthetimeeimit f issued, ininordertocalculateaplanreviewchargeredbaisedonthe considered ICC estimated construction ble in effct at the ( ob at thetimethepie of submittal. The actual construction value will be figured off the executed contract exceed the actual construction value, accordance with local ordinance. Should calculated charges figuredcreditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER'S AFFIDAVIT: I certify that all of the foregoing onformatin and cc agte and that all work will be done in compliance with all applicable laws regulating Signature of Owner/Agent Date Print Oamer/Agent's Name Date Signature: of Notary -State of Florida Owner/Agent is Personally Known to Me or Produced ID Type of ID U S%81 traS4 gnauractodAgmt Daft ' qep. s g nt:ur1 Cibbz Contractor/Agent's Name 19. _ Print Signature of No of Florida at ap Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Mechanical Plumbing[] Gas[] Roof Permits Required: Building ElectricalFlood Zone: Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures of Heads Fire Alarm Permit: Yes No Fire Sprinkler Permit: Yes[] No ---- APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COwUdENTS: Permit Application Revised: January 1, 2019