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3836 Loon Ln 17-2315 PERMIT & (A)a3 5 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 BUILDING APPLICATION #: 17-10000643 DATE: September 06, 2017 BUILDING PERMIT NUMBER: 17-10000643 UNIT ADDRESS: LOON LN 3836 17-20-31-502-0000-1040 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: 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: 3836 LOON LN / V LOT 104 SFR DETACHED WYNDAM PRESERVE FEE BENEFIT RATE UNIT TYPE DIST SCHED------ RATE UNITS CALC UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A 1.000 dwl unit 705.00 Single Family Housing .00 FIRE RESCUE N/A 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00SCHOOLSCO 1.000 dwl unit 54.00WIDEORD PASSii ngle Family HousiA'ng 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AM0"NT DOE 5,759. 00 STATEMENT n RECEIVED BY: %/i^c SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND /liENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** O IDISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT P a52 -FINANCE 4 -LAND MANAGEMENT ` NOTE** O 9' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THE OUNTY BUIILDINGYPERMIT NNUMK OR BEREAT THERtOAND LEFT OFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8994 P9 522 (1P9S) CLERIC'S 4 2017096158 RECORDED 09/25/2117 12:5062 PM RECORDING FEES $10.00 RECORDED BY ,ieckeinro THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. /7- -VS Parcel ID Number. % AV — 4 /— 10 9Z 0 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. 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland 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 Address: N/A Amount of Bond: N/A S. LENDER: Name: iI" H Phop, Number: Address: a Mr_t'104 k 7 7 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ze_4 Vishaal Gupta, Executive Vice -President Signature of Owner or Lessee, or Owner's or Lessee's (Print Nemo and Provide SignalwYs Tit e/Ortice) Authorized OMcer/Dlrector/Partner/Monager) State of d10_ County of N The foregoirly Instrument was ack edged before me thisday of 20 by 5 Who Is pars Wally known to me 0-6R Nemo of person nwong slaterrent who has produced Identification 0 type of identification produced: ARUNA BALA GOEL I MY COMMISSION #FF154106 aas EXPIRES December 14, 2018 0 7g0.Ot60 FlorltloNoto BoNloe,00m CERTIFIEDCOPY GRANT&'v%LOY CLERK OF THE CIRCUIT COURT `F l`; : ;, AND COMPTROLLER ;,; t SEMINOLE COUNTY, FLORIDA ' "` • BY,'4L'.. DEPUTYCLERK Date SEP 21-2011,00'. 2017ir V 64% CITY OF SANFORD 0 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ 7- d Documented Construction Value: $ Job Address: 3836 Loon Lane, Sanford 32771 (Lot 104) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison0parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 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: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 (LI %y U• ( 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. AA 6 '-/ / W 0 7 /"7 Signature of er/Agent Date Signature of Contractor/Age Date Print Owner/Agent's N Print Contractor/Agen ' ame Sim ate Signat re of Notary -State f JFQ011yP. MICIIIEE PARKISON q; , L/; •. MICHELLE PARKISON MY COMMISSION q FF 063452 AMY COMMISSION Il FF 063452 EXPIRES: October 30, 2017 V..'EXPIRES: October 30, 2017 7I'': Bondod Thru Notary Public Undomrlten) Bondod Thru Notary Public Underwrltore Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingW] Electrical[ Mechanical [2 Plumbing>< Gas[] Roof Construction Type: JR.S Occupancy Use: P.'s Flood Zone: X-5 E[ Total Sq Ft of Bldg: dZ 6 39 3 Min. Occupancy Load: 6.1 # of Stories: Z_ New Construction: Electric - # of Amps Zoo Plumbing - # of Fixtures Zo Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONINJC*. 7UTILITIES: WASTE WATER: ENGINEERING: vw-%C- $-R-U17 FIRE: COMMENTS: _ Revised: June 30, 2015 Ok to construct single family home with setbacks and impervious area shown on plan. 43. Z-1, imp, I%olo iy) 0,v9a{¢. 11 -t Zonvg-B, &L BUILDING: SF Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR -DETACHED Permit # 17-2315 Address: 3836 Loon Lane BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 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 REVISED: lune 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final El - 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 El - Revision Response to Comments 13 Permit # 17-2315 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date September IV2017 Project Address: 3836 Loon Lane, Sanford CC4 /O U Contact: Michelle Parkison Ph: 407/529-3135 Email: mparkison@parksquarehomes.com Planning Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: Revised Trusses & Product Approvals Plumbing Riser Diagrams ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building k7 9-;-I—t CITY OF S --------ORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2315 Date: 08/31/2017 Project Description: New SFR Contact Name: Michelle Parkison Job Address: 3836 Loon Lane Contact Email: mnarkisonQi)arksguarehomes.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.sanfordll.eov. Provide two conies ofaffected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The incorrect wind speed is referenced in the Wind Design Data on sheets 03AB and 05AB. The correct wind speed for Sanford is 140mph (technically 139mph). Please revise the two plan pages and resubmit two (2) copies. FBC 107 2. The plumbing riser is missing the laundry tub. Please submit two (2) revised risers FBC 107 3. Please submit two (2) copies of a plumbing riser for the bonus room bathroom. FBC 107 4. The Truss Engineering cover sheet shows Truss AOL There is not a truss AOL Please revise accordingly. FBC 107 5. A Truss Layout, provided by the Truss Engineer, is required for the Bonus Room. Two (2) copies are required. FBC 107 6. 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: The swinging door (front door) is listed as FL# 8871.3 on the Product Approval Sheet however FL# 8871.5 was submitted for review. FL# 8871.5 is for a door without a sidelight. Please submit the correct product approval for the door. The sliding door includes two different products for review FL# 15332.4 and FL#15332.5. The door submitted for review is a 2 -panel door. There is a 3 -panel door being installed on the home. The single hung window submittal only includes flange style installation, which is for masonry installations. Typically a fin style window is installed on the 2"1 floor wood frame construction. Please submit the product approval for the 2n1 floor single hung windows and include the FL# on the Specification Sheet. 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. The fixed windows include fin style installation for wood frame construction, however there are fixed windows being installed on the Is' floor masonry construction. Please submit fixed windows approved for masonry installation and include the FL# on the specification sheet. 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 wills the plans examiner to discuss comments will require an appointment, arranged br phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner P10 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: 3836 Loon Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1040 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: Q 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) 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 M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17.2315 Reviewed by: Michael Cash, CFM Date: August 9, 2017 11 1, 1 Application for Paved Driveway, Sidewalk or Walkway%11Including Right -of -Way Use & N -1877- Landscaping in 0; 1%+ www.sanfordn.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 r„o. ,,e+y below size and location of the existing right -0f -way and use shall be provided or application could be delayed. C1111beroreywd1. 1. Project Location/Address: 2. Proposed Activity: D 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 submitted by. Property Owner Signature: _ fA u Address: 5200 Vineland Rd Su Phone: (407) 529-3135 Fax FL 32811 Print Name: Vishaal Gupta Emergency Repairs Email: mparkison@parksquarehomescom Date: 07 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 porton of nght-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have readpnd understand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Date: shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date Utilities Approved: Engineering PAv-P -_ Site Inspected by: Special Permit Conditions: Date: Date: Date: 9-9-20(7 Date - November 2015 ROW Use Dnveway pol i A -, :\N CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17- ci 3 15 Documented Construction Value: S 125,625.00 Job Address: 3836 Loon Lane, Sanford 32771 (Lot 104) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential © Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison0parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 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 RL 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. 6?ZL,?Z1 f4W _A.OA 0 Signature of er/Agent Date Signature of Cogent Date 1C 5 Print Owner/Agent's N Print Contractor/Agen 'ame /* Sign ate Signa re of Notary -State Fd ; ,,• MIC&ftE PARKISONirq• jet MICHELLE PARKISON ?.: MY COMMISSION 0 FF 063452 q MY COMMISSION i1 FF 063452 % ns EXPIRES: October 30, 2017 T Bonded Thro Note Public Underw hmo; EXPIRES: October 30, 2017 Notary 141r l,d!; 9' Bonded Thro Notary Publla Undennitors Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 3,Z I WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application STATE OF FLORIDA f DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811. Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! . RICK SCOTT, GOVERNOR 850) 487-1395 STATE OF FLORIDA r DEPARTMENT OF BUSINESS AND ter^' PROFESS119NNAAL' REGULATION CRC1330351 •-^=-;'- UED'.07/28/2016 CERTIFIED RE; GUPTA, VISHAi PARK SQUARE IS CERTIFIED under the provisions of Ch.469 FS. Expiration date . AUG.31, 2018 L1607280002100 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CRC1330351 rhe RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 GUPTA, VISHAAL S PARK SQUARE HOI 5200'VINELAND RC SUITE 200 ORLANDO I ISSUED: 07128/2016 DISPLAY AS REQUIRED BY LAW a R DE . . SEQ # L1607280002100 of A V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 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. It 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 b Brown of Florida, Inc. 2290 Lucien Way Suite 406 Maitland FL 32751 CONTACT Julie Rwack PHONE (407)660-8282 FAC o. 1407)660-2012 L .jkwackftborlando.com INSURERS AFFORDING COVERAGE NAIC M INSURERA:Onited Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32 811 INSURER B:'Travelers Casua ty Co. 41769 INSURER C Ameri sure Mutual Insurance Co 23396 INSURER DNav1 ators Specialty Insurance INSURER E: INSURER F: rnVFRnr.FS CERTIFICATE NUMBERCL1753211504 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. INSRLTR TYPE OF INSURANCE AVULWOK POLICY NUMBER MWDDrLICY r) POLICYY EXP LIMITS E COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE FX OCCUR TO RIENTEDDAMAGE S 300,000 MED EXP (Any one person) $ ExcludedA7WLTL17104206/1/2017 6/1/2018 PERSONAL & ADV INJURY S 1,000,000 GEML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 PRODUCTS - COMPIOP AGG S 2,000,000DOPOLICYJELOCROTHER: 811 PD adNor Personal 6 Ad S AUTOMOBILE LIABILITY COM IN IN LTL MIT $ 1,000,000Meaccident BODILY INJURY (Per person) SEANYAUTOB ALL OWNED SCHEDULED AUTOS AUTOS BA-BB637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per accident) S PR PERTY DAMAGE SPerscoderri NON.OWNED HIRED AUTOS AUTOS PIP-Basic S 10,000 UMBRELLA UAB HOCCUR EACH OCCURRENCE S 51000,000 AGGREGATE S 5 000 000 A FX EXCESS LIAB CLAIMS -MADE BTNI743932 DED I X I RETENTIONS 0 S6/1/2017 6/1/2018 WORKERS COMPENSATION R PER OTH- TAT AND EMPLOYERS' LIABILITY YINN ANY PROPRIETOR/PARTNER/D(ECLMVE E.L. EACH ACCIDENT S 1,000,000 C OFFICER/MEMBER EXCLUDED? Mandatory In NH) NIA WC2105269 6/1/2017 6/1/2018 E.L DISEASE • EA EMPLOYEE S 1,000,000 E.L. DISEASE - POLICY LIMIT S 1 000,000 describe under DESCRIPTION OF OPERATIONS below A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 4M xs of $5M Aggregate $4,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Exess Liability - $5M RS of $9M Carrier: Navigators Specialty Insurance Company Policy #: IS17EXC810641IC Effective: 6/1/2017 to 6/1/2018 Limits: Each Occurence or Event - $5,000,000 CFRTIFICATF Nnl rOFR CANCELLATION 1988-2014 ACORD CORPORATION. All rights reserves. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onidnn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford P.O. BOX 1788 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772-1788 AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA 1988-2014 ACORD CORPORATION. All rights reserves. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 onidnn At Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named Insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As I OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC I r 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 - $90,000 Max Limit Any One Item Deductible: 1,000 per Occurrence I OFREMARK COPYRIGHT 2000, AMS SERVICES INC. I SEA4INOLEE COUNTY MULT/%UR/50ICT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: 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): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: le—Z2111 License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrumen(was ackkn-owle/dged fore me this 20by O who has produced and o did ( not) take an oath. Signature of Notary MICHELLE PARKISON i : MY COMMISSION N FF 063452 i EXPIRES* October 30, 2017 BemlodThi48ry Public Underwriters day of , who ispersonal known to me or as identification Print or type Notary name Notary Public - State ofF bc C a - Commission No. FF OCD 3AC)a My Commission Expires: RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 104 1995 Margate II Bonus B LHG - S LDI/yG, Builder Name: One Stop Cooling and Heating Street: 3836loon lane Permit Office: SEMINOLE City, State, Zip- Sanford , FL , Permit Number# 17 - 2 3 1 SANFORD Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2ARir 1. New construction or existing New (From Plans) 9. Wall Types (2667.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1591.30 ft' b. Frame - Wood, Exterior R=11.0 801.00 ft' 3. Number of units, if multiple family 1 c. Frame -Wood, Adjacent R=11.0 275.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1967.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1967.00 ft' 6. Conditioned floor area above grade (ft) 2439 b. N/A R= 11' Conditioned floor area below grade (ft") 0 c. R= 11. Ducts R ft' ft 7. Wiindows(277.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 393.2 a. U -Factor: Dbl, U=0.55 161.56 ft' b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 94.6 SHGC: SHGC=0.22 b. U -Factor: Dbl, U=0.58 96.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00 b. Central Unit 18.8 SEERA6.00 c. U -Factor: Dbl, U=0.54 20.33 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: b. Electric Heat Pump 16.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.235 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2439.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 473.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.114 Total Proposed Modified Loads: 65.63 PASSTotalBaselineLoads: 70.93 1 hereby certify that the plans and specifications covered by Review of the plans and fKE this calculation are in compliance with the Florida Energy specifications covered by this FOS Code. Digitally signed by Luis Morales Luis Morales Date: 2017.07.0210:10:43 calculation indicates compliance Vj ry, : = r ,,. •4+ OwiththeFloridaEnergyCode. i. nn,y, •: €`':°;rte H PREPARED BY: X00 Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this buildi , s designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. WE J OWNER/AGENT: BUILDING OFFICIAL: DATE: 14 0740- DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot 104 1995 Margate II Bonu Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2439 Lot # 104 Owner: Park Square Homes Total Stories: 2 Block/SubDivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 45 Street: 3836 loon lane Permit Office: SEMINOLE Cross Ventilation: No County: Seminole Jurisdiction- 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE v IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% 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 1966 18283.8 2 Block2 473 4257 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1966 18283.8 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 473 4257 No 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 170.5 ft 1966 ft' 0.29 0 0.71 2 Floor Over Other Space 2nd Floor — _ 473 ft' 0.29 0 0.71 ROOF v Roof Gable Roof Solar SA Emitl Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2200 ft' 492 ft' 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 1967 ft' N N 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1967 ft' 0.1 Wood WALLS Adjacent Cavity Wdth Height Sheathing Framing Solar Below It C)MI To Wall Type Space 1 NE=>E Exterior Frame - Wood 2nd Floor 11 25 6 9 0 229.5 ft' 0 0.25 0.8 0 2 NE=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 60 0 9 4 560.0 ft' 0 0 0.8 0 3 SE=>S Exterior Frame - Wood 2nd Floor 11 19 0 9 0 171.0 ft' 0 0.25 0.8 0 4 SE=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 21 0 9 4 196.0 ft' 0 0 0.8 0 5 SW=>W Exterior Frame - Wood 1st Floor 11 25 6 9 0 229.5 ft' 0 0.25 0.8 0 6 SW=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 49 6 9 4 462.0 ft' 0 0 0.8 0 7 NW -N Exterior Frame - Wood 2nd Floor 11 19 0 9 0 171.0 ft' 0 0.25 0.8 0 8 NW -N Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft' 0 0 0.8 0 9 N Garage Frame - Wood 1st Floor 11 29 6 9 4 275.3 ft' 0 0.25 0.8 0 DOORS t Omt Door Type Space Storms U -Value Width Height Area Ft In F1 In 1 SE=>S Insulated 1st Floor None 39 3 8 24 ft' WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 de rees . Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>E 2 Metal Low -E Double Yes 0.55 0.22 32.9 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 SE=>S 3 Metal Low -E Double Yes 0.54 0.25 5.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SE=>S 4 Metal Low -E Double Yes 0.54 0.25 9.3 ft' 9 ft 8 in 1 ft 0 in None None 4 SE=>S 4 Metal Low -E Double Yes 0.55 0.22 16.4 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 SE=>S 4 Metal Low -E Double Yes 0.55 0.22 16.4 ft' 4 ft 8 in 2 ft 0 in Drapes/blinds None 6 SW=>W 5 Metal Low -E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 SW=>W 6 Metal Low -E Double Yes 0.55 0.22 32.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 8 SW=>W 6 Metal Low -E Double Yes 0.54 0.25 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 NW -N 7 Metal Low -E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 NW ->N 8 Metal Low -E Double Yes 0.55 0.22 32.911' 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 NW -N 8 Metal Low -E Double Yes 0.58 0.25 96.0 ft' 6 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393.3 ft' 384 ft' 50 ft 9.3 ft 1 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 7/2/2017 10:07 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000294 1878.4 103.12 193.94 .2639 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump None None HSPF:9 27.8 kBtu/hr HSPF:9 16.8 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit None None SEER: 16 28.6 kBtu/hr 858 aim SEER: 16 18.8 kBtu/hr 564 drn 0.75 1 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft3 DUCTS V # Supply — Location R -Value Area Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 393.2 ft Attic 6 94.6 ft' Attic Attic 98.3 ft' Prop. Leak Free 2nd Floor — drn 59.0 cfm 0.03 0.50 23.65 ft Prop. Leak Free 2nd Floor — drn 14.2 cfm 0.03 0.50 1 1 2 2 TEMPERATURES Programable Thermostat: Y Coolin lI -1Jan j1 Feb [[ ]] Mar Heating l l Jan [x] Feb [X] Mar Venting [ Jan jI 1] Feb [X] Mar Ceiling Fans: jj A r Ma [X ]Jun X1 Jul jX1 Au nSeElprIIMayll Jun j 1 Jul [ 1 Aug Sep xl Jun j J Jul [ J Aug Sep Oct Nov Oct Oct Nov Dec Dec 7/2/2017 10:07 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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) 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 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 3836 loon lane Permit Number: Sanford , FL MANDATORY REQUIREMENTS See individual code sections for full details. E3 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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. D R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/2/2017 10:07 AM 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. O 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 tum off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water healers 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 M. inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water healing 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 selling 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 dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria - 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p 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 dose when the ventilation system is not operating. E3 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 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. E3 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 failing 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 oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum 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. D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 3836 loon lane, Sanford, FL, 3 A 7 7 ! 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1591.30 ft' b. Frame - Wood, Exterior R=11.0 801.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 275.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1967.00 ft= 6. Conditioned floor area (1`12) 2439 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.55 161.56 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft' 6 393.2 SHGC: SHGC=0.22 b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 94.6 b. U -Factor: Dbl, U=0.58 96.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Faclor: Dbl, U=0.54 20.33 ft' a. Central Unit 28.6 SEER:16.00 SHGC: SHGC=0.25 b. Central Unit 18.8 SEER:16.00 d. U -Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 27.8 HSPF.9.00 Area Weighted Average Overhang Depth: 3.235 ft. b. Electric Heat Pump 16.8 HSPF:9.00 Area Weighted Average SHGC: 0.233 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 ons a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft' a. Electric EFgal: 0.9 b. Floor Over Other Space R=0.0 473.00 ft' c. N/A R= ft' 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 inspection. Otherwise, a new EPL Display Card will be completed based on installed Cod co pliant features. Builder Signature: - /Date: 40 d%7 Address of New ome:'%t31, C ^5 City/FL Zip: y' ?-77/ 1114E Srq 1111 • .?:2 a 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. 7/2/2017 10:07 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus ... Date: 07/02/2017 By- LF/LM Plan: LHG 7225 Sandscove Cour. Suite 1, Writer Perk FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web, wwmOneStopCooling.com License: CAC032444 For. Park Square Homes 3836 loon lane, Sanford, FL Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary 17807Structure16290Btuh Duds 2921 Btuh Central vent (0 chn) 0 Btuh none) L n Humidification 0 Btuh Piping 0 Btuh Equipment load 19211 Btuh Infiltration Method Construction quality Fireplaces Heating Area (ftp 1967 Volume (ft) 18291 Air changes/hour 0.23 Equiv. AVF (drrl) 70 Simplified Semi -tight 0 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR6030H1 AHRI ref 7562380 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Codling 18291 0.12 38 L 9 HSPF 27800 Btuh @ 47-F 27 OF 953 dire 0.050 dm/Btuh 0.50 in H2O Summer Design Conditions 17807 Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L n Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 17807 Btuh Duds 3699 Btuh Central vent (0 dm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Btuh Rate/svAn multiplier Equipment sensible load 0.98 20990 Btuh Latent Cooling Equipment Load Sizing Structure 1914 Btuh Sensible cooling 6610 Btuh Central vent (0 dm) 7150 Btuh none) 28600 Btuh Equipment latent load 2530 Btuh Equipment Total Load (Sen+Lat) 23521 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6030H1 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency 13.0 EER, 16 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 953 drrl Airflowfador 0.044 dm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.89 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09.4908 wrightsoft' Rght-Sure®Universal201717.023RSL23249 Page ACC1\ ._LHG1ot 1041995 Margate 0 Bonus B LHG - S rup Cale = MA Front Door faces: S wrightsoft• Project Summary SYS 2 One Stop Cooling and Heating Job. Lot 104 Margate 11 Bonus ... Date: 07/02/2017 By. LF/LM Plan: LNG 7225 Sandscove Court. Suite 1, Writer Park. FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: %immOnestopCookng.com License: CAC032444 Project Information For. Park Square Homes 3836 loon lane, Sanford, FL Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3520 Btuh Structure 4754 Btuh Duds 1210 Btuh Duds 2358 Btuh Central vent (0 dm) 0 Btuh Central vent (0 dm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 4731 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 6941 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 963 Btuh Duds 372 Btuh Central vent (0 dm) 0 Btuh Hea48ng Cooling none) Area (ft") 5 485 Equipment latent load 1335 Btuh Volume (M 4361 4361 Air changeslhour 0.49 0.26 Equipment Total Load (Sen+Lat) 8276 Btuh Equiv. AVF (dm) 35 19 Req. total capacity at 0.75 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6018H1 Cond 4TWR6018H1 AHRI ref 8937191 Coil TEM6AOB24H21++TDR AHRI ref 8937191 Efficiency 9 HSPF Efficiency 12.5 EER, 16 SEER Heating input Sensible cooling 14100 Btuh Heating output 16800 Btuh @ 47-F Latent cooling 4700 Btuh Temperature rise 24 OF Total cooling 18800 Btuh Actual airflow 627 cfm Actual airflow 627 dm Airflowfador 0.132 dm/Btuh Airflowfactor 0.088 cfmBtuh Static pressure 0 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point =13 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09:49.06 wrightsoft' laght.SuitetDUmversal201717.023RSU23249 Page AC.CP..1HGttot 1041995 Margate 0 Bonus B LHG - S rup Calc = MI6 Front Door faces: S wrightsoft Right -JO Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate 11 Bonus B LFL.. Date: 07/02/2017 LFnA Pan: LHG 7225 Sandseove Court. Suite 1, Writer Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 W:b: vmwOneStopCooling.ccm License: CAC032444 1 Roan name SYS1 MBED 2 Exposed well 170.5 t 220 t 3 Roan height 9.3 t d 9.3 It healbod 4 5 Roan dimensions Roos area 1966.8 r 1.0 x 227.3 t 227.3 R Ty Co Wrucbcn U -value Or HTM Area (IF) Load Area (it) Load numberI B1uhAV--F) BbOM!') or perimeter (to BW or perimeter (to Bluh) Heat Cod Gross NAPS Heat Cod Grass NPIS Heat Cod 6 W 12B -09N 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 13A4as 0.143 no 3.40 2.85 558 525 1788 1499 51 51 174 146 4A5-2om 0.550 ne 13.09 22AS 33 0 428 734 0 0 0 0 12B 09N 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5.2fnn 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 se 3.40 2.85 195 129 440 369 0 0 0 0 4A5.2om 0.540 se 1285 14.73 9 19 120 138 0 0 0 0 4A5-2om 0.550 se 13.09 21.78 16 4 214 356 0 0 0 0 4A5 -20n 0.550 se 13.09 13.17 16 33 214 215 0 0 0 0 11DO 0.390 se 928 12.15 24 24 223 292 0 0 0 0 Apr 12B -09m 0.097 sw 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5-2om 0.&% sv 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 sw 3.40 2.85 460 422 1435 1203 0 0 0 0 4A5-2om 0.550 sw 13.09 22.94 33 0 428 750 0 0 0 0 Q -1-21m 0.540 sw 1285 17.58 6 8 77 105 0 0 0 0 pJ 12B4)9w 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 4A5-2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 nw 3.40 2.85 372 243 828 694 153 121 411 345 4AS2on 0.550 nw 13.09 22.45 33 0 428 734 33 0 428 734 4AS2omd 0.580 rw 13.80 2724 96 0 1325 2615 0 0 0 0 P 12C49m 0.091 217 1.48 274 274 594 406 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 1482 1482 1129 2592 227 227 173 397 F 22A-tpm 1.180 28.08 0.00 1967 171 4788 0 227 22 618 0 61 c)AEDexourson 1852 196 lope lossrgain 14459 13552 1804 1817 12 a) Infiltration 1831 725 236 94 b) Roan venblabon 0 0 0 0 13 Internal gains Occupants® 230 4 920 2 460 Appl a resbtlter 2610 0 Subtotal pines 6 b 13) 16290 17807 2040 2371 Lem wdemal load 0 0 0 0 Lessbansier 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2040 2371 15 Duct loads 18% 21% 3699 18% 21% 366 493 Talalroom load 29017807 21507 2406 2864 it required (dm) 953 1 1119 127 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09:49:08 wrightsoft• PoghLSuite®Unioeml201717.023RSU23249 Pagel LFIGIot 1041995 Margate 0 Bonus B LHG - S rup Calc = MJ8 Front Door faces. S wrightsoft' Right -l® Worksheet SYS 1 One Stop Cooling and Heating Job: lot 104 Margate II Bonus B LFL.. Date: 07/02/2017 By LF/LM Plan: LNG 7225 Sandscove Cour, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Wpb: w wvOneStopCooting.com License: CAC032444 1 Room name MWC1 MTLT 2 Expoaedwall 120 ft 35 ft 3 Room height 9.3 11 heatbad 9.3 R . heatbool 4 Room Ch.,0tsiats 6.0 x 6.0 ft 6.0 x 3.5 R 5 Roan area 36.0 W 21.0 II' Ty C wruclion 1.1 -value Or HTM Area (W) Load Area (fe) Load number BbrhW--F) BUM or PeeimeW (f0 or peril (l0 Btuh) Heat Cod Gross NiP5 Heat Cod Gross NIPS Heat Cod 6 W 12B•09w 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 4W 13A40rs 0.143 ne 3.40 2.65 0 0 0 0 0 0 0 0 C 4A5 -20m OS50 ne 13.09 22.45 0 0 0 0 0 0 0 0 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 G12B-0sw 4B5.2fm 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A4= 0.143 as 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 12.85 14 73 0 0 0 0 0 0 0 0 4A5 -20m 0.550 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5 -20m 0.550 as 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 0 0 0 0 VpI 12B. w 0.097 sw 0.00 0.00 0 0 0 0 0 0 0 0 t ---G 4A5-2om 0.550 sw 0.00 0.00 0 0 0 0 0 0 0 0 J 13A-40cs 0.143 9w 3.40 2.85 56 56 190 159 33 33 111 93 I --G 4A5.20n 0.550 9w 13.09 22.94 0 0 0 0 0 0 0 0 G 4B5-2fm 0.540 9+v 1285 17.58 0 0 0 0 0 0 0 0 f 12B.09N 0.097 rnv 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5.2om 0.550 rw 0.00 0.00 0 0 0 0 0 0 0 0 qJ 13A-4ors 0.143 nw 3.40 2.85 56 56 190 159 0 0 0 0 4AS2om OS50 rrw 13.09 22AS 0 0 0 0 0 0 0 0 L G 4A5.2omd O -W rtw 13.80 Z724 0 0 0 0 0 0 0 0 P 12C•09w 0.091 217 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 36 36 27 63 21 21 16 37 F 22A -fpm 1.180 28.08 0.00 36 12 337 0 21 4 98 0 61 c)AEDecirson 1 17 1 -6 Envelope lossigain 744 364 225 124 12 a) Infiltration 129 51 38 15 b) Room ventilabon 0 0 0 0 13 Inlemalgains Oaupanb® 230 0 0 0 0 AppliancesbUler 0 0 Subtotal (lines 6 b 13) 1873 415 263 139 Less eAemal bad 0 0 0 0 Lesstrartsler 0 0 0 0 Redistribution 0 0 0 0 14 SubtDtal 873 415 263 139 Duct loads 1 18°/0 21% 157 86 180/0 21% 47 29 r Total room load1030 501 310 167 Air required (dm) 51 22 1 Is, 7 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri F 1tsolFt' 2017-,1u1-020949:08 9 Right.SuUe®laniaemW 201717.023 RSLI23249 Page 2 LHGXLot 1041995 Margate 11 Bonus B LHG - S rup Calc = MJ8 Front Door faces. S wrightsoftRight-.J® Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LK.. . Date: 07/02/2017 UnA P% n: LHG 7225 Sandsoove Cour, Suite 1, Writer Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web, womCineStopCooling oorrn License: CAC032444 1 Room name MBTH MWIC2 2 Exposed wall 9.0 A 0 A 3 Roan height 9.3 A heaftol 9.3 A heattool 4 5 Roan dmensions Roan area 1.0 x 95.9 A 95.9 w 1.0 x 52.1 A 521 A' TY Constrixbon U -value Or HTM Area (I1) Load Area (A2) Load number BtdW--F) I or perimeter (Ip MW or PeriR1eter (t9 Bluh) Heat Cod Gross NAS Heat Cod Gross N/P)S Heat Cod 6 W 12B4w 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 1qJ 13A -40s 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 f 4AS-20m 0.550 ne 13.09 2245 0 0 0 0 0 0 0 0 12B-0sv 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5 -2(m 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A-40Ca 0.143 as 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 1285 14.73 0 0 0 0 0 0 0 0 4A5 -20m 0S50 se 13.09 21.78 0 0 0 0 0 0 0 0 4AS-20m 0S50 e 13.09 13.17 0 0 0 0 0 0 0 0 11DO 0.390 se 928 1215 0 0 0 0 0 0 0 0 12B-0sw 0.097 sN 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2o n 0.550 sw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ors 0.143 aw 3.40 285 84 78 264 222 0 0 0 0 4AS2om 0.550 sw 13.09 22.94 0 0 0 0 0 0 0 0 4B5-2lm 0.540 sw 1285 17.58 6 4 77 105 0 0 0 0 t- G12B4) 9v 0.097 rtw 0.00 0.00 0 0 0 0 0 0 0 0 4AS2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A4as 0143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4AS-20m 0.550 rtw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 rtw 13.80 Z724 0 0 0 0 0 0 0 0 P 12C -09w 0.091 217 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 96 96 73 168 33 33 25 57 F 22A-1pm 1.180 28.08 0.00 96 9 253 0 52 0 0 0 6 c)AED a anjon 30 2 Enelopelossrgain 667 525 25 55 12 a) Infiltration 97 38 0 0 b) Room ventlation 0 0 0 0 13 Internal gairm Oavparb@ 230 0 0 0 0 Appliarxeabther 0 0 Subbtal pines 6 b 13) 764 563 25 55 LesseAernal load 0 0 0 0 Lesstrarder 0 0 0 0 Redistrib ition 0 0 0 0 14 Sto4al 764 563 25 55 1151 Dud loads 18% 21% 137 117 180/0 21%1 41 11 Total roan bad 901 68029 66 Air required (dm) 45 30 1 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W tri hRsOfC 2017 -Jut -02 09:49989Right -Sure® Universal 2017 PageGQ .-LHG%Lot 1041995 Margate 0 Bonus 8 LHG - S rup Cale = MA Front Door laces: S wrightsoft* Right -J® Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LFL.. Date: 07/02/2017 LF/LM Pan: LHG 7225 Sandscove Court Suite 1, WAnter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: w.Pm0neStopCooling.mrn License: C AC032444 1 Roan name FAVI CAFE 2 ExpoeedWeil 335 R 9.5 R 3 Room height 9.3 It heattod 9.3 R heaUmd 4 Roomdintertkm 1.0 x 294.0 n 17.5 x 9.5 A 5 Roan area 294.0 Il' 166.3 W Ty Constwoon U -value Or HTM Area (1P) Load Arra (IF) Load number Bb>t&--'F) B11,11WI or Perimeter (ft) BWh) or pence (fQ B) Heat Cod Groes N/P)S Heat Cod Grose NIPS Heat Cod 6 W 12B -09w 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 y 13A 4ors 0.143 ne 3.40 2.85 149 149 506 425 88 56 189 159 C 4A5-2an 0.550 ne 13.09 22.45 0 0 0 0 33 0 428 734 12B-0sw 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 1. q 11 4B5.2fm 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om 0.540 se 1285 14.73 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5-2an 0S50 se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 0 0 0 0 4pl 12B -09v 0.097 sire 0.00 0.00 0 0 0 0 0 0 0 0 r G' 4A5 -20m 0b50 Sw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 I --Ci 4A5 -20m 0.550 SN 13.09 22.94 0 0 0 0 0 0 0 0 G 4B5 -21m 0.540 sw 1285 17.58 0 0 0 0 0 0 0 0 1ql 12B-0sw 0.097 rry 0.00 0.00 0 0 0 0 0 0 0 0 C 4A5-2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ocs 0.143 nw 3.40 2.85 163 67 227 190 0 0 0 0 4A5-2om 0.550 rm 13.09 22AS 0 0 0 0 0 0 0 0 fGG' 4A5-2ornd 0.580 nw 13.80 2724 96 0 1325 2615 0 0 0 0 P 12C-0sw 0.091 217 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 294 294 224 514 166 166 127 291 F 22A-Vm 1.180 28.08 0.00 294 34 941 0 166 10 267 0 6 t)AED exarsion 672 49 Enelopelosssgain 3224 4416 1011 1134 12 a) Infiltration 360 143 102 40 b) Rom vertEtabon 0 0 0 0 13 Intemnalgairm Oowpaft@ 230 0 0 0 0 Applianomblher 900 0 Subblal Pines to 13) 3583 5458 1113 1174 Less eAmrnalload 0 0 0 0 Lesstranser 0 0 0 0 Redistribution 0 0 45 40 14 Subtdal 3583 5458 1158 1214 15 Duct loads 1 180/0 21%1 643 1134 180/0 21% 208 252 Tota) room bad I 1 42261 6592 1365 1466 Air required (dm) 210 292 1 1 68 65 Calculabons approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Ju1-02 09:49,08 wrigFetsoft' Righ4Swte5Univer5al201717.023R5U23249 Page LFIGtLot 1041995 Margate 11 Bonus B LHG - S rup Calc = MJ8 Front Door faces S wrightsof , Right -JO Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate 11 Bonus B LFI.. Date: 07/02/2017 LFAA Pan: LHG 7225 Sands000e Court Suite 1. Writer Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wvmOneStopCooling.00m License: CA0032444 1 Room narne BTH2 WC3 2 Exposed wall 0 It 0 11 3 Room height 9.3 R heaftol 9.3 It healkool 4 5 Room dimensions Room area 6.0 x 9.5 It 57.0 W 4.0 x 6.0 ft 24.0 fF Ty Construction U -%slue Or HTM Area (11') Load Area (11') Load number BUhAI?-'F) BbIVR') or paid (fo BbA) or Peng (l9 Buh) Heat Cod Gross NiP/s Heat Cod Gross NIPS Heat Cod 6 W 12B-0sw 0.097 rte 0.00 0.00 0 0 0 0 0 0 0 0 Iq 13A4= 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 C4A5-20m 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 gyp 12B-Osm 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5 -2(m 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A400s 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4AS-20m 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 0 0 0 0 qJ 12B-0sm 0.097 9N 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 sw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ors 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 1309 22.94 0 0 0 0 0 0 0 0 4B5-2tin 0.540 sw 12.85 17.58 0 0 0 0 0 0 0 0 ILgyp! 12B-0sw 0.097 rnv 0.00 0.00 0 0 0 0 0 0 0 0 0 4A5-2om 0.550 rnv 0.00 0.00 0 0 0 0 0 0 0 0 yr 13A4= 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 LAG 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5.2ornd 0.580 nw 13.80 2724 0 0 0 0 0 0 0 0 P 12C -09N 0.091 2.17 1.48 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 33 33 25 58 0 0 0 0 F 22A-0rn 1.180 28.08 0.00 57 0 0 0 24 0 0 0 61 c)AEDexansron 1-2 1 0 Emelopelow4ain 25 56 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Ocnrpants aQ 230 0 0 0 0 Appliancesbtitar 0 10 Sutrmdal(lines6b13) 125 56 01 10 Lem eAmrtalload 0 0 0 0 Less bat des 0 0 0 0 Redistribution 75 67 0 0 14 Subtotal 101 123 0 10 15 Dud loads 1 180/0 21% 18 26 180/0 21% 0 2 Total room load 119 148 012 Air required (dm) 6 7 1 1 0 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09:4908 W rights4atFt' FPognFSuile®Uni%ersa1201717.023 2017-Jul-02 Page 5 LHG%Lo11041995 Margate 11 Bonus B LHG - S rup Calc = MJ8 Front Door faces: S wrightsoft, Right -l® Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate 11 Bonus B LFL.. Date: 07/02/2017 LF/LM P an: LFIG 7225 Sandscove Court Suite 1, W nter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629- 9307 %Abb wA wOneSbpCoobng.ccrn License: CPC032444 1 Room name BED3 IQT 2 Exposed wall 12.5 I 11.0 f 3 Room height 9.3 I heetbool 9.3 I healbool 4 Room dimensions 1.0 x 170.3 I 1.0 x 1635 I 5 Room area 170.3 W 163.5 IF Ty Conon U -value Or HTM Area w) Load Area (f) Load number BWhW--'F) BWh" or penmeter (I) Btuh) or pedes (N Btuh) Heat Cod Grow NIPIS Heat Cod Gross NPro Heat Cod 6 W 12B -0%w 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 VjJ 13A4= 0.143 ne 3.40 2.85 0 0 0 0 102 102 348 292 Ci 4A5.2orn 0.550 ne 13.09 2245 0 0 0 0 0 0 0 0 12B -Ow 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4135-26n 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A4= 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5 -20m 0.540 se 1285 14.73 0 0 0 0 0 0 0 0 4A5-2om OS50 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 9.28 12.15 0 0 0 0 0 0 0 0 tq! 12B•O%N 0.097 Y 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5 -20m 0.550 sw 0.00 0.00 0 0 0 0 0 0 0 0 13A4os 0.143 sw 3.40 2.85 116 100 340 285 0 0 0 0 4A5 -20m 0.550 sw 13.09 22.94 16 0 214 375 0 0 0 0 4135.21im 0.540 9w 1285 17.58 0 0 0 0 0 0 0 0 T 12B -09w 0.097 rw O.00 0.00 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 I213A-4ocs 0.143 nN 3.40 2.85 0 0 0 0 0 0 0 0 4AS2cm 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 I; G P 4AS2omd 12C-OSN 0.580 0.091 nw 13.80 217 2724 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613.30ad 0.032 0.76 1.75 0 0 0 0 164 164 125 286 F 22A-tpm 1.180 28.08 0.00 170 13 351 0 164 11 309 0 61 QAEDemirsion 1 79 1 -74 Envelope losstain 905 739 782 504 12 a) Inbltration 134 53 118 47 b) Roomvenblabon 0 0 0 0 13 Into, gains: Omrparfs@ 230 1 230 0 0 Appliancestow 0 1200 Subtotal pines 6 b 13) 1039 1022 900 1751 Less wdemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 1 1 255 225 14 SubtAW 1040 1024 1155 1976 15 Duct loads 1 180/0 21% 186 213 180/0 21% 207 410 Total room bad 1226 1236 1362 2387 Air required (dm) 61 55 68 106 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Ju1-02 09.4908 w ightsoft' Right.Suite®Universal201717.023RSU23249 Page6 LHGY-ot 1041995 Margate 11 Bonus B LHG - S rup Calc = MJ8 Front Door faces: S wrightsoft Right -J@ Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LK.. Date: 07/02/2017 LF/LM Pan: LHG 7225 Sandsoove Court Suite 1, Writer Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 %Abb wwwOneStopCoolrng oam License: CACD32444 1 Room name BED2 STR1 2 Exposedwall 13.0 R 0 it 3 Roan height 9.3 4 heaibod 9.3 R heattool 4 5 Roandmensons Room area 11.5 x 13.0 It 149.5 N 1.0 x 54.3 n 54.3 ft' Ty Consow n U -value Or HTM Area (ft) Load Area (Il) Load number Btuhffe-'F) Bull" or peri(10 M11,11h) or perimeter (N BW Heat Cod Gras NPP/S Heat Cod Gross N)P5 Heat Cod 6 W 12B-0sw 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 13A-40rs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 4AS2on 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 1q! 12B-0sw 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 a 485.26n 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A4= 0.143 se 3.40 285 0 0 0 0 0 0 0 0 4A5-2on 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 4AS2om 0.550 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 0 0 0 0 4pr. 12B -09w 0097 sw 0.00 0.00 0 0 0 0 0 0 0 0 t--1' 4A5-2om o.5W sw 0.00 0.00 0 0 0 0 0 0 0 0 13A4= 0.143 sw 3.40 2.85 121 105 356 298 0 0 0 0 4A5.20m 0.550 sw 13.09 22.94 16 0 214 375 0 0 0 0 4B5.2fm 0.540 av 12.65 17.58 0 0 0 0 0 0 0 0 1q/ 12B -09w 0.097 rnw 0.00 0.00 0 0 0 0 0 0 0 0 G 4AS-2om 0.550 rrw 0.00 0.00 0 0 0 0 0 0 0 0 13A4ors 0.143 rnw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2orn 0.550 rnw 13.09 22AS 0 0 0 0 0 0 0 0 4A5.2ond 0.580 rnw 13.80 2724 0 0 0 0 0 0 0 0 P 12C -09w 0.091 2.17 1.48 107 107 232 158 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 0 0 0 0 4 4 3 7 F 22A-lpm 1.180 28.08 0.00 ISO 13 365 0 54 0 0 0 61 c)AEDexwroon 72 1 0 Ernebpelosstain 1166 904 3 7 12 a) InAtMon 140 55 0 0 b) Roan ventilation 0 0 0 0 13 Infernal gains: O=jpaft@ 230 1 230 0 0 Appliantesttw 0 0 Subtotal pines 6 to 13) 1306 1189 3 7 Less emernalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 1 3 7 14 StLltoTal 1307 1190 0 0 15 Dud loads 180/0 21% 234 247 18°h 21% 0 0 Total room bad 1541 1437 1 0 0 Air required (dm) 75 641 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09:4908 wrightsoft' RrohFSuite®Universal 201717.023RSU23249 Pagel LHG1ot 1041995 Margate 0 Bonus 8 LHG - S rup Calc - MJB Front Door faces- S wrightsoft' Right -JO Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LFL.. Data: 07/02/2017 LF/LM Pan: LHG 7225 Sandsoove Court. Suite 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 V*b www0neS1opCooling.corn License, CA0032444 1 Room name PAN WIC2 2 Exposraiwrall 01t 01t 3 Room height 9.3 R iheaobool 9.3 ft heatkool 4 Roomdimensons 1.0 x 23.0 R 1.0 x 47.3 it 5 Room area 23.0 F 47.3 K Ty Construction U -value Or HTM Area (4') Load Area (1P) Load number BtirhAl-F) I or perimeter (ta Bbd1) or perimeter (to Btuh) Heat Cod Gross NiP)S Heat Cod Gross NiP/S Heat Cod 6 W 12B-0sw 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 tq 13A-40cs 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0 C 4A5.2om 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 t 12B -09a 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 C 4BS26n 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A-4oce 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4AS-20m 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 13.09 21.78 0 0 0 0 0 0 0 0 4A5 -20M 0.550 se 13.09 13.17 0 0 0 0 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 0 0 0 0 12B-Osry 0.097 9w 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2om 0.550 SN 0.00 0.00 0 0 0 0 0 0 0 0 13A-40cs 0.143 sw 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om 0.550 aw 13.09 22.94 0 0 0 0 0 0 0 0 4B5.2lM 0.540 9w 12.85 17.58 0 0 0 0 0 0 0 0 t 12B -09w 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 rtw 0.00 0.00 0 0 0 0 0 0 0 0 1344ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5.20m 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5.2omd 0.560 rrw 13.80 2724 0 0 0 0 0 0 0 0 P 12C )9w 0.091 217 1.48 0 0 0 0 70 70 151 103 C 16B-30ad 0.032 0.76 1.75 23 23 18 40 0 0 0 0 F 22A-1pm 1.180 26.08 0.00 23 0 0 0 47 0 0 0 61 c)AEDewurson 1 2 1 -4 Envelope lossrgain 18 39 151 99 12 a) infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intend gains. Ooarpents@ 230 0 0 0 0 ApplianoesbCner 0 0 Subtotal (lines 6 to 13) 18 39 151 99 Less wternalload 0 0 0 0 Lesstrardw 0 0 0 0 Redusbibubon 180 159 107 96 14 Subtotal 197 197 258 195 Duct loads 1 180/0 21% 35 41 180/0 21% 46 41 r Total room load I 233 238 304 236 Air required (dm) I 1 12 11 is 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ft wrightsotr ht•Suite®Universal201717A23RSU23249 2017-Jul-020Page8 LHG1ot 1041995 Margate 0 Bonus B LHG - Snip Cato = MJS Front Door faces: S wrightsofC Right -M Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LK.. Date: 07/02/2017 LF/LM P% n: LHG 7225 Sandswve Court Suite 1, Writer Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolmg.com License, CAM32444 1 Roan name FOY STUD 2 Exposed wall 6.0 ft 32.5 It 3 Roan height 9.3 ft heaftol 9.3 4 heaftol 4 5 Room dmer ions Roan area 1.0 x 125.5 II 125.5 W 15.0 x 12.0 11 180.0 IF Ty Construction U-%lue Or HTM Area (Il') Load Area (IN) Load number BtuhAP--F) Mh" or Denner (19 81uh) or perimeter (10 Bluh) Heal Cod Gross NiP/S Heat Cod Gross NAx/S Heat Cod 6 W 12B -09w 0.097 ne 0.00 0.00 0 0 0 0 0 0 0 0 t 13A4= 0.143 ne 3.40 2.85 0 0 0 0 112 112 380 318 G 4A5 -20m 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0 qJ 12B -09m 0.097 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4135-211M 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 13A-40rs 0.143 se 3.40 2.85 56 22 76 64 140 107 364 305 4A5-2om 0.540 se 12.85 14.73 9 9 120 138 0 0 0 0 4A5 -20n 0.550 se 13.09 21.78 0 0 0 0 16 2 214 356 4A5.2om 0.550 as 13.09 13.17 0 0 0 0 16 16 214 215 11 DO 0.390 se 928 12.15 24 24 223 292 0 0 0 0 12B -09v 0.097 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2on OS50 sw 0.00 0.00 0 0 0 0 0 0 0 0 13A-408 0.143 9N 3.40 2.85 0 0 0 0 51 51 174 146 4A5.2om 0.550 sw 13.09 2294 0 0 0 0 0 0 0 0 4BS2tin 0.540 9w 12.85 17.58 0 0 0 0 0 0 0 0 t 12B -09v 0.097 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 4A5.2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A-40cs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4AS2an 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4AS2omd 0.580 nw 13.80 2724 0 0 0 0 0 0 0 0 P 12C -09w 0.091 2.17 1.48 98 98 211 144 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 126 126 96 219 180 180 137 315 F 22A -Qpm 1.180 28.08 0.00 126 6 169 0 180 33 913 0 61 c)AEDexanson 36 1 28 En elope lossion 895 821 2395 1683 12 a) Infiltration 64 26 349 138 b) Room ventilation 0 0 0 0 13 InWrtalgains Oatipantso 230 0 0 0 0 Appliances/other 0 0 SuNDW (lines 6 b 13) 959 847 2744 1822 Lesse)dffrtalload 0 0 0 0 Lesstranslar 0 0 0 0 Redistribution 959 847 195 172 14 Stblotal 0 0 2939 1994 15 Dud loads 180/0 21% 0 0 180/0 21% 527 414 Total room load0 0 3466 2408 Air required (dm) 0 1 0 172 1071 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017 -Jul -0209,49089lbght-SuiteeUrnversM 201717.023 RSLt23249 Page 9 LHG1ol 1041995 Margate 0 Bonus B LHG - S rup Calc = MJ8 Front Door faces: S wrightsoft' Right -JO Worksheet SYS 1 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LFL.. Date: 07/02/2017 LF/LM an: P LHG 7225 Sandswve Court Suile 1, Writer Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: vwrwOneStopCoolrng.00m License: CA0032444 1 Room name LAUN 2 Ewall 6.0 tt 3 Room height 9.3 ft healkrool 4 Room dimensions 1.0 x 80.0 tt 5 Roan area 80.0 tP Ty CatstrucLon U -value or HTM Area (fF) Load Area Load number Bt#W-T) or perimeter (fo Btuh) or perimeter Heat Cool Gross NiP/S Heat Cod Gross N)P/S Heat Cod 6 W 12B -09w 0.097 ne 0.00 0.00 0 0 0 0 q 13A 4o s 0.143 ne 3.40 2.85 56 56 190 159 4A5-2om 0.5W ne 13.09 22.45 0 0 0 0 T12B-0av 0.097 se 0.00 0.00 0 0 0 0 1.1 Lam" 4B5.2fm 0.540 se 0.00 0.00 0 0 0 0 13A -40M 0.143 se 3.40 2.85 0 0 0 0 4A5 -20m 0.540 se 1285 14.73 0 0 0 0 4A5.2on 0.550 as 13.09 21.78 0 0 0 0 4A5.2om 0.550 se 13.09 13.17 0 0 0 0 11 DO 0.390 se 928 12.15 0 0 0 0 1 J 12B -09w 0.097 sw 0.00 0.00 0 0 0 0 G 4A5-2an 0.550 sw 0.00 0.00 0 0 0 0 tqJ 13A 40cs 0.143 9N 3.40 2.85 0 0 0 0 4A5.2on 0,5W sw 13.09 22.94 0 0 0 0 4B5.2fm 0.540 sw 1285 17.58 0 0 0 0 1qJ 12B -09w 0.097 rnv 0.00 0.00 0 0 0 0 4A5 -20m 0.550 nw 0.00 0.00 0 0 0 0 1qJ 13A40cs 0.143 rry 3.40 2.85 0 0 0 0 I-- G 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 4A5-2omd 0.580 nw 13.80 2724 0 0 0 0 P 12C -09v 0.091 217 1.48 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 80 80 61 140 F 22A -Wm 1.180 28.08 0.00 80 6 169 0 6 0)AED e=rsion 1 33 Envelope losvgain 419 266 12 a) Infiltratron 64 26 b) Room ventilation 0 0 13 Inlemalgains Omipants@ 230 0 0 Appliancestither 500 SublctalQines6b13) 484 791 LesseAwnal load 0 0 Lesssiransfer 0 0 Redistribution 105 93 14 Subtotal 589 884 15 Duct loads 1 180/0 21% 106 184 Total room load - I 694 1068 Air required (dm) 1 1 34 47 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09A9.08 wrightsoft- ibght-SurteOLiniverael 2017 17.023 RSU23249 Page 10 LHGtLot 1041995 Margate 11 Bonus 8 LHG - S rup Calc = MJ8 Front Door faces S wrightsoftRight-JO Worksheet SYS 2 One Stop Cooling and Heating Job: Lot 104 Margate 11 Bonus B LFL.. . Date: 07/02/2017 LF/LM Pan: LHG 7225 Sandsoove Court Suite 1. Wnter Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwx0neStopCooling.0om License: CA0032444 1 Room name SYS 2 BETH 2 Wail 89.0 f1 18.5 g 3 Room height 9.0 It d 9.0 R heaUmol 4 5 Roan dimensions Roan area 484.5 R 1.0 x 89.0 1t 89.0 IF Ty Coryton U -%slue Or HTM Area (IF) Load Area (lt) Load number BUW--F) Bkh" or perimeter (to Bluh) or Perimeter (fa Bbb) Heal Cod Gross NiPfS Heat Cod Grow NiPIS Heat Cod 6 W 12B4sw 0.097 ne 2.31 2.79 230 230 530 640 0 0 0 0 13A4o s 0.143 ne 0.00 O.OD 0 0 0 0 0 0 0 0 4A5.20m 0.550 ne 000 0.00 0 0 0 0 0 0 0 0 t_ G12B. 0sw 0.097 se 2.31 2.79 171 166 383 463 50 44 103 124 11 4B5 -26n 0.540 se 12.85 20.46 5 4 66 104 5 2 66 104 13A4o s 0.143 as 0.00 0.00 0 0 0 0 0 0 0 0 4A5 -20n 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 as 0.00 0.00 0 0 0 0 0 0 0 0 4AS2om 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 as 0.00 0.00 0 0 0 0 0 0 0 0 IL1q/ 12B -09N 0.097 9N 2.31 2.79 230 215 495 598 117 117 270 325 0 4A5-2om 0.550 9ry 13.09 21.71 15 4 196 326 0 0 0 0 13A-40Cw 0.143 9w 0.00 0.00 0 0 0 0 0 0 0 0 4AS-20n 0.550 9w 0.00 0.00 0 0 0 0 0 0 0 0 465-21m 0.540 9N 0.00 0.00 0 0 0 0 0 0 0 0 q 12B4)9w 0.097 rw 2.31 2.79 171 156 360 435 0 0 0 0 G 4A5 -20M 0.550 nw 13.09 2245 15 0 196 337 0 0 0 0 13A4= 0.143 rtw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2an 0.550 rtw 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2and 0.580 rtw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C -09N 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 485 485 369 847 89 89 68 156 F 22A-tpm 1.180 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AFDemusion 1178 32 Flnelope lossion 2595 3927 506 742 12 a) Infiltration 925 366 192 76 b) Roan ventlation 0 0 0 0 13 Internal gains: 0muparlls@ 230 2 460 0 0 Appliarxeslother 0 0 Sutbtal pines 6 b 13) 3520 4754 698 818 Less eernalload 0 0 0 0 Less"nsfer 0 0 0 0 Redistribubar 0 0 525 568 14 Std>1Dfaf 3520 4754 1223 1387 15 Duct loads 34% 500/0 1210 2358 34% 50% 421 688 Total room load 4731 7112 1644 2074 Air required (dm) 627 627 1218 183 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017 -Jul -02 09:4908wrigFtsofft RfgM-Suite® Unhersa1201717.023RSU23249 Pape 11 LHGtLot 1041995 Margate 0Bonus B LHG - Snrp Cale = MA Front Door faces: S wrightsoft' Right -l® Worksheet SYS 2 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LK.. Date: 07/02/2017 LF/LM Pen: LHG 7225 Sandscove Court Suite 1. W nter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vwwOneStopCooling.ow License: CAC032444 1 Room name STR2 2 E wall 17.5 It 6.0 tt 3 Room height 9.0 It heattool 9.0 Il heaU000l 4 Roomdimensions 7.5 x 10.0 fl 6.0 x 3.0 tt 5 Room area 75.0 W 18.0 fe Ty Consfixctim U -value Or HTM Area (fe) Load Area (ll) Load ntanber BLhW-'F) BhAMI') or pence (l9 MA) or pence (19 Bluh) Heat Cod Gross NiPIS Heat Cod Gross NiPIS Heat Cod 6 W 12B -09w 0.097 ne 231 279 90 90 208 251 0 0 0 0 13A4= 0.143 ne 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 no 0.00 0.00 0 0 0 0 0 0 0 0 W/ 12B -09N 0.097 se 231 2.79 68 68 156 188 54 54 125 151 11 G 485.211m 0.540 se 1285 20.46 0 0 0 0 0 0 0 0 13A-40cs 0.143 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5 -20m 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5.20m 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 0.00 000 0 0 0 0 0 0 0 0 1100 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 12B-0sw 0.097 sw 231 279 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 W 13A 4ocs 0.143 sw 0.00 0.00 0 0 0 0 0 0 0 0 f4A5.2om 0.550 sov 0.00 0.00 0 0 0 0 0 0 0 0 TG 4B5 2fm 0.540 sw 0.00 0.00 0 0 0 0 0 0 0 0 1q/ 12B-0sw 0.097 rtw 231 2.79 0 0 0 0 0 0 0 0 6 4A5.2om 0.550 nw 13.09 2245 0 0 0 0 0 0 0 0 q 13A4=0.143 nw 0.00 000 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 I; G 4A5.2omd 0.580 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C -09N 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 75 75 57 131 18 18 14 31 F 22A-tm 1.180 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED exwrstn 13 4 Envelope lossfgarn 421 557 138 178 12 a) Infiltration 182 72 62 25 b) Room vermlaton 0 0 0 0 13 Intemalgairm Occupants@ 230 0 0 0 0 AppliancestOw 0 0 SL60W pirles6 b 13) 603 629 201 202 Less ewenalload 0 0 0 0 Lessirans<er 0 0 0 0 Redistribution 003 029 201 202 14 Subtotal 0 0 0 0 15 Dud loads 34% 50% 0 0 34% 50% 0 0 Total room load 0 0 0 Air required (dm) 0 0 0, 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Ju602 09:49M wrightsoft- Right-SuiteOL)nrversa1201717.023 RSU23249 Page 12 LHGIo11041995 Margate 11 Bonus B LHG - Snip Caec = MJ8 Front Door faces- S wrightsoft, Right -M Worksheet SYS 2 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LFL.. Data: 07/02/2017 LF/LM Pan: LHG 7225 Sandsoove Court. Suite 1. W nter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 W3b: wvw 0neStopCooling.00m License. CA0032444 1 Room name HALL 2 Fwell 5.01t 0 I 3 Room herghl 9.0 R heaU000l 9.0 4 heaWod 4Roomdmensions 4.0 x 5.0 ft1.0 x 53.0 R 5 Room area 20.0 fF 53.0 1P Ty Corauction U -value Or HTM Area m) Load Area (IP) Load number 8tuWW-'F) Bar u n or perimeter (to Bnh) or perimeter (ID Bluh) Heat Cod Gross N/P/S Heat Cod Gross WPIS Heat Cod 6 W 12&-0 0.097 ne 2.31 2.79 45 45 104 125 0 0 0 0 13A-4om 0.143 ne 0.00 0.00 0 0 0 0 0 0 0 0 4AS2om 0550 ne 0.00 0.00 0 0 0 0 0 0 0 0 t 12B -09a 0.097 se 2.31 2.79 0 0 0 0 0 0 0 0 11 G 4B5.2tn 0.540 se 12.85 20.46 0 0 0 0 0 0 0 0 13A4oce 0.143 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2om 0.540 se 0.00 0.00 0 0 0 0 0 0 0 0 4A -2om 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 se 0.00 0.00 0 0 0 0 0 0 0 0 1q! 12B -09N 0.097 sw 2.31 2.79 0 0 0 0 0 0 0 0 tC' 4A5-2om 0.550 sw 13.09 21.71 0 0 0 0 0 0 0 0 13A -400s 0.143 sw 0.00 0.00 0 0 0 0 0 0 0 0 4AS2om 0.550 SN 0.00 0.00 0 0 0 0 0 0 0 0 485-21m 0.540 sw 0.00 0.00 0 0 0 0 0 0 0 0 1qJ 12B-0sw 0.097 rnv 231 2.79 0 0 0 0 0 0 0 0 C 4A5.2om WSW nw 13.09 2245 0 0 0 0 0 0 0 0 V,tl 13A4=0.143 nw 0.00 0.00 0 0 0 0 0 0 0 0 I_ G 4AS2an 0.550 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2omd 0.580 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C -09w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 20 20 15 35 53 53 40 93 F 22Mpm 1.180 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED emursion 4 2 Envebpelossgain 119 157 40 91 12 a) Infiltration 52 21 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Oavparb@ 230 0 0 0 0 Appliartmssio Ther 0 10 Subtotal (lines 6 to 13) 171 177 40 91 Lessextenalload 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 171 177 40 91 14 Subtotal 0 0 0 0 15 NO bads 34% 50% 0 0 34% 50% 0 0 Total room bad 0 0 1 0 0 Air required (dm) 0 10 0 Calculations approved bVACCA to meet all requirements of Manual J ft Ed. wrightsOTC 2017 -Jul -0209:4908 A*• 5 Right-Suile®Universal 20l7 l7.0.23 RSU23249 Page 13 LHGtLot 1041995 Margate II Bonus B LHG - Snip Calc= Milt Front Door faces: S wrightsofr Right -M Worksheet SYS 2 One Stop Cooling and Heating Job: Lot 104 Margate II Bonus B LFL.. Date: 07/02/2017 gy LF/LM Plan: LHG 7225 Sandscove Court Suite 1. W nter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 W:b• wwwOneStopCooling.rrmr License: CA0032444 1 Room name BONUS 2 Exposed wall 420 tt 3 Room height 9.0 It hea7wol 4 Room dmertsions 1.0 x 229.5 R 5 Room area 229.5 M Ty Construchon U -value Or HTM Area (fe) Load Area Load number BtuhW--F) BbrK" or perimeter (1Q Bhfi) or perimeter Heat Cod Gross NIPS Heat Cod Gross NAPS Heat Cod 6 W 12B-0sw 0.097 ne 2.31 279 95 95 218 264 Q 13AAom 0.143 ne 0.00 0.00 0 0 0 0 C 4A5-2om 0.550 ne 0.00 0.00 0 0 0 0 qJ 12B-0sw 0.097 se 2.31 2.79 0 0 0 0 11 L -C 4B5 -2(m 0.540 se 1285 20.46 0 0 0 0 13AAas 0.143 se 0.00 0.00 0 0 0 0 4AS2om 0.540 se 0.00 0.00 0 0 0 0 4A5-2om 0.550 se 0.00 0.00 0 0 0 0 4A5-2om 0.550 se 0.00 0.00 0 0 0 0 11 DO 0.390 se 0.00 0.00 0 0 0 0 Cpl 12B -09N 0.097 av 2.31 2.79 113 98 225 272 fi 4A5-2om 0.550 9N 13.09 21.71 15 2 196 326 Q 13A4ocs 0.143 sw 0.00 0.00 0 0 0 0 4AS2om 0.550 av 0.00 0.00 0 0 0 0 4B5-2rm 0.540 sw 0.00 0.00 0 0 0 0 12B-0sv 0.097 nw 2.31 2.79 171 156 360 435 4A5 -20m 0.550 rnw 13.09 2245 15 0 196 337 y 13A4=0.143 rw 0.00 0.00 0 0 0 0 4A5-2om WSW rw 0.00 0.00 0 0 0 0 1 4A5-2omd 0.580 rw 0.00 0.00 0 0 0 0 P 12C-OsIN 0.091 0.00 0.00 0 0 0 0 C 168.30ad 0.032 0.76 1.75 230 230 175 401 F 22A-Ipm 1.180 0.00 0.00 0 0 0 0 61 c)AEDemirsion 1 169 Envelope lossion 1371 2203 12 a) Infiltration 437 173 b) Roomvenblation 0 0 13 Internal gains Occupants@ 230 2 460 Applianoesbbter 0 Subtotalpines6lo13) 1807 2836 LesseAwnalload 0 0 Lesstranslar 0 0 Redisbibubon 490 531 14 Submotal 2297 3367 loads34% 50% 790 1670r15Duct Totalroom load3087 5037 Air required (dm) 1 409 444 Calculations approved byACCA to meet all requirements of Manual J 801 Ed. wrightsof ' RighFSuiteOLiniversal 2017 17.023 RSU23249 2017-Ju1-02 0 age 14 AGQ..-LHGIot 1041995 Margate 11 Bonus B LHG - S rup Calc = MJB Front Door faces: S 9 Duct System Summary Job: Lot 104 Margate II Bonus... wrightsoft Date: 07/02/2017 SYS 1 W. LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sandsoove Court Suite 1. Writer Park FL 32792 Phone- (407) 629- 6920 Fax (407) 629 - 9307 %&@b: wAwOneStopCooling.com License: CA0032444 Project• • For. Park Square Homes 3836 loon lane, Sanford, FL Supply Branch Detail Table Name Heating Coding 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 0.170 in/100ft 0.170 in/100ft Actual airflow 953 dm 953 cfm Total effective length (TEL) Ox 0 VIFx 200 ft Supply Branch Detail Table Name Design Btuh) Htg dm) Clg dm) Design FR Diam in) H x W n) Duct Mab Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 1541 76 64 0.183 6.0 Ox 0 VIFx 50A 135.0 SO BED3 h 1226 61 55 0.192 6.0 Ox 0 VIFx 41.8 135.0 SO BTW c 148 6 7 0.262 4.0 Ox 0 VIFx 19.6 110.0 st1 CAFE h 1365 68 65 0.275 5.0 Ox 0 VIFx 18.6 105.0 st1 FAM c 3296 105 146 0.174 7.0 Ox 0 VIFx 50.7 145.0 s14 FA -A c 3296 105 146 0.189 7.0 Ox 0 VIFx 39.5 140.0 st4 KIT c 2387 68 106 0.290 6.0 Ox 0 VIFx 12.4 105.0 st1 LAU" c 1068 34 47 0.257 5.0 Ox 0 VIFx 22.3 110.0 st1 MBED c 2864 119 127 0.183 8.0 Ox 0 VIFx 41.2 145.0 st4 MBTH h 901 45 30 0.173 4.0 Ox 0 VIFx 51.0 145.0 s14 WTIT h 310 15 7 0.172 4.0 Ox 0 VIFx 52.1 145.0 s14 MVMCI h 1030 51 22 0.170 4.0 Ox 0 VIFx 54.6 145.0 s14 MWC2 c 66 1 3 0.183 4.0 Ox 0 VIFx 40.7 145.0 s14 PAN h 233 12 11 0.269 4.0 Ox 0 VIFx 16.2 110.0 SO STM h 3466 172 107 0.248 7.0 Ox 0 VIFx 32.1 105.0 st1 t^AC2 h 304 15 10 0.183 4.0 Ox 0 VIFx 50.6 135.0 st3 WC3 c 12 0 1 0.185 4.0 Ox 0 VIFx 48.9 135.0 SO 1,K WrightsoW Righl-Suite®Uni%ersal20l7l7.023FtSL)23249 ROC._LHGIot 1041995 Margate 11 Bonus B LHG - Ship Calc = MJ6 Front Door Was, S 2017 -Jul -02 09:4909 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FR fpm) in) in) Material Trunk st3 PeakAVF 152 129 0.183 570 7.0 0 x 0 VinlFlx st1 st4 PeakAVF 442 482 0.170 614 12.0 0 x 0 VinlFlx st1 st1 PeakAVF 953 953 0.170 683 16.0 0 x 0 VinlFlx 1,K WrightsoW Righl-Suite®Uni%ersal20l7l7.023FtSL)23249 ROC._LHGIot 1041995 Margate 11 Bonus B LHG - Ship Calc = MJ6 Front Door Was, S 2017 -Jul -02 09:4909 Page 1 Name Grille Size (in) Htg dm) Gg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (n) Dud Mab Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx ti wrightsoft• wpnFswte®universelzo,7,7.o23RSuz3z+9 zo,7-a,wzoB:age2 Pape 2 ACM .»LHGlot 1041995 Margate 11 Bonus B LHG - S1up Cele = MJ8 Front poor races: S Duct System Summary Job: wrightsoft• SYS 2 B)r. One Stop Cooling and Heating Plan. 7225 Sandscove Court. Suite 1. Writer Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 "bb: wmmOneStopCoolmg.com license: CAC032444 For. External static pressure Pressure losses Available static pressure Supply/ retum available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 3836 loon lane, Sanford, FL Heating 0 in H2O 0 in H2O 0 in H2O 0.000/0.000 in H2O 0 in/100ft 627 dm 253 ft Coding 0.50 in H2O 0 in H2O 0.50 in H2O 0.246/0.254 in H2O 0.198 in/100ft 627 dm Lot 104 Margate II Bonus ... 07/02/2017 LF/LM LHG Name Design Htg Clg Design Diam H x W Dud Actual Ftg.Egv SO Name Btuh) dm) dm) FR in) in) Mab Ln (ft) Ln (ft) Trunk BETH h 2074 218 183 0.198 7.0 Ox 0 VIFx 24.3 100.0 s12 B01," c 2519 205 222 0.216 8.0 Ox 0 VIFx 19.0 95.0 s12 BONUS -A c 2519 204 222 0.201 8.0 Ox 0 VIFx 22.5 100.0 st2 Name Trunk Type Htg dm) Cig dm) Design FR Veloc fpm) Diam n) H x W n) Dud Material Trunk SO PeakAVF 627 627 0.198 798 12.0 0 x 0 VinlFlx 14.0 Name Grille Size (in) Htg dm) Cig dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 627 627 128.6 0.198 586 14.0 Ox 0 VIFx wrightsoft• Fbght-SuiteSUniverSal20l7 17.023 FtSU23249 TCCA .1HGLot 104 1995 Margate 11 Bonus B LNG - S rup Calc = MJ8 Front Door faces: S 2017 -Jul -02 09:4909 Pape 3 Static Pressure and Friction Rate Job: Lot 104Margaiel1Bonus... wrlghtSoft• Bte. 07/0 112017 SYS 1 One Stop Cooling and Heating Plan. LHG 7225 Sandscove Court Suite 1. W ntes Park. FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 V*b: vwwOneStopCooling.com License: CAC032444 a • - 0 • For. External static pressure Pressure losses Coil Heat exchanger Supply diffusers Return grilles Filter Humidifier Balancing damper Other device Available static pressure Measured length of run -out Measured length of trunk Equivalent length of fittings Total length Total effective length Supply Duds Return Duds Park Square Homes 3836 loon lane, Sanford, FL Heating Coding in H2O) n H2O) 0.50 0.50 0 0 0 0 0.03 0.03 0.03 0.03 0.10 0.10 0 0 0 0 0 0 0.34 0.34 Supply Return ft) ft) 21 0 33 0 145 0 200 0 Heating in/100ft) 0.170 OK 0.170 OK 200 Coding in/10011) 0.170 OK 0.170 OK Supply 4X=35,11 A=20,11 G=5,11 G=5,11 M=20,11 G=5,11 G=5,11 G=5,11 G=5,1 A=35,11 G=5: TotalEL=145 Return TotalEL=0 C Wrightsoft:' Righl-Sui"UnNersal201717.0.23RSU23249 2017 -Jul -02 09:49.,09 Page 1 ACM ...LHGIot 1041995 Margate 11 Bonus B LHG - S rup Calc = KW Front Door faces: S Static Pressure and Friction Rate Job: Loi 104 Margate II Bonus... Wrlghtsoft• Date: 07/02/2017 SYS 2 Sr. LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sandsoove Court Suite 1 • W nter Park FL 32792 Phone- (407) 629 - 6920 Fax (407) 629- 9307 Web- wAwOneStopCooling.c m License: CAC032444 0 For. Park Square Homes 3836 loon lane, Sanford, FL C 2017-Ju1020 wrightsoft• Flight -Suite® Universal 201717.0.23RSU23249 Page2Page 2 AC4CK ..J.HGtLo11041995 Margate 11 Bonus B LHG - S rup Calc = MR Front Door faces: S Heating Cooling n H2O) n H2O) External static pressure 0 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0 0.50 Total• Supply Return ft) ft) Measured length of run -out 10 19 Measured length of trunk 15 0 Equivalent length of fittings 100 110 Total length 124 129 Total effective length 253 Heating Coding in/10011) in/100ft) Supply Duds 0 < 0.06 0.198 > 0.18 Retum Duds 0 < 0.06 0.198 > 0.18 Supply 4X=35,11 A=20,11 G=5,11 G=5,1 A=35: TotalE L=100 Return 5E1=10,6M=20,6A6=75,11G=5:TotalEL=110 C 2017-Ju1020 wrightsoft• Flight -Suite® Universal 201717.0.23RSU23249 Page2Page2 AC4CK ..J.HGtLo11041995 Margate 11 Bonus B LHG - S rup Calc = MR Front Door faces: S FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 104 1995 Margate II Bonus B LHG - S Builder Name: One Stop Cooling and Heating Street: 3836 loon lane Permit Office: SEMINOLE 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. Comers 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 of and cantilevered floors) 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 7/2/2017 10:08 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Level 1 t—MMC1— = 8Xd`'o_ Tool11F , r 1 8X4 \ \ i 1 MEED 15 ch 1 >' 4• EF 1V iR i 10X141 p gfa t_P r' ' 7ckn ' FBB3 ti _ q vl, - - - - - a' 7• 10X142 146cfm t y : 'FAM y i EF1 VfR.I;.J 4d`' 10X142/ y MBTTH -- t - - MWIC2 I _ 16X,5 t46cfm -T90I i 8X4 14.. 4• lchn ` BED3 _16x15 f I• 1 I BTN72 -1 Y, .,• 11 r . 3 6' r 61Tc"fm fo F : R _ i'' i 68cfm • a 1 I-0 1-YVI6 -' I /Q- _ l i u3 -CAFE — - FBB2 ,aI10x1TrhBX !' K w2/ ! - FT NJi i90 J'.i`d x 12 i , a Risw r re eaa .I STR1 FBB1 se i T 8X4- 76 c. WIC2 ----T- -- II 10X6 DVVfT I - 47'cfm - - IAr -1:2S TCN r RK016.0 SEE lir , r : ;• " i- '' CJT90 T . cfm IBJ GARAGE:. A -2.1.5 TCN OQcS ' I T ^ T'i0- I 16.0SEERKP I ,E I/ l7 Y. _STUD -_ 93TSM D ! ` EF1'Z50 CFM Fan EF2 - 80 CFM Fan L = EF3 =110 CFM Fan 21 EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW - Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — - Condensate - - - - Thermostat 18/8 OT SRB = Small Reduction Box LRB - Large Reduction Box FBB = Feld Built Box Level 2 Q u BONUS t 10X10.2 10X10.2 r222cfm ? 222fchn M r.... RB1 (- 18X18 8 - 627cfm 7" Sup Riser HALL, _ I —» 1 L 21q112." IBBTH EF1 VfF J-;)- 7- : 1' EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — - Condensate — - — - Thermostat 18/8 pT SRB = Small Reduction Box LRB = Large Reduction Box FBB - Feld Built Box Job 8: Lot 104 Margate I Bonus B LHG- S Scate. 1 : 69 Performedr. by LF/LM for One Stop Cooling and Heating P.m2 Perk SWM FbnES 722$Swdscm CO ,We1 R#*W*UnvWV7 3836 ban bre WNe Pak. R 32792 ASe*4FL PW OM 629.6W Fax 44M629.9tW w ..oreSwpOwft corn srAsworeo.eeurG•Snp r/1-st Ic S9,4#4 e 14mrs wWa4-+m4&senv5 'L io'-i r +46,trE-z- i l f iin J<s P -06"h a2rr,,g Gf A seJ`-VA-& +K JD 3a3Cp Lsx ti C...r-e 11 • a.3 5 R RECORD COPY DESCRIPTION AS FURNISHED: Lot 104, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America SP I-?- 2-SI5 ORIR DATEAa&! Ok to construct single family home with setbacks and impervious area shown on plan. 'AS. 21. iy"e. IqW MWC3a{e 11 W Bonus -8, CTL - w lj O O LOT 105 O ~ 6.33' 52.50' SETBACKS AS FURNISHED FRONT 25'(•) REAR a 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G PROPOSED DRAINAGE FLOW\QLOTGRADINGTYPEA PROPOSED F.F. PER PLANS - 27.0' LOT 106 TRACT A STORMWATER TRACT N 89°43'03 E 60.00' i I I I S 24.80' 24.80' 24.80' I LOT 104 1 1 10.00' 22.7' 10.00' LnNa Ao 7.3' 10.00' 1 PROPOSED RESIDENCE 1966-MARG4TE 11 W\BONUS-9 2 CAR GARAGE LEFT 3.0'x6.5' AC COV'D. 0 15.3' 10.00' 10.00" 19.3' 16' LK ' DRIVE 25.20" 25.20' 25.70' I I lo' unL fi I — — — ESMT. 5' CONC WALK N 89°43'03" E 60.00' L 0O LANA' PRIVATE ROAD)(50' WIDE) PLOT PLAN AREA CALCULATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET DRIVE 4031110- 513 t SQUARE FEET WALKS 281300= 328.* SQUARE FEET SOD 3,8931250 = 4.143 t SQUARE FEET NOTE' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM W LOT 103 PLOT PLAN ONLY NOT A SURVEY 6.900 f SQUARE FEET FLATWORK FOUNDA770N/PAD 2.359 t SQUARE FEET REAR PATIO 104 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK N/A t SQUARE FEET WS PROVIDED BY CLIENT • NOT FIELD VERinco CRUSEYVHEED?-SCOTT & ASSOC., INC. - LAND SURVEYORS LCGCND LEGEND - P PLAT PaL POINT 5400 E. COLONIAL DR. ORLANDO. Fl. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD 7YP. ON LINE TYPICAL NOTES. I.P. IS. IRON PIP[ ROD PAC. POINT OF REVERSE CURVATURE RAIN OF COPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD Of CK COI CONCRETE MIIAINCN7 RAAOAR RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER fL!-T7 FLORIDA ADYWISTRAl1VE CODE PURSUWT f0 SECTION 171.027. FLORIDA STA/UES SCT I.R. 1/2' IR ./OLD 1596 111E NON-RM1AL 2. UNLESS EMBOSSED RIM SURVEYOR'S SIGNATURE AND ORIGVM RAISED SEAL TMS SURVEY MM OR COWES ME NOT VALID. RCC. RECOVERED V.P. VITHESS POINT A THIS SURVEY WAS PREPARED FROM TIRE WFW94WN FURNISHED TO ME SVRVEYOR. THERE MAY BE OINCR RESTRICTIONS Pall. PAINT OF DCGIINING CALL CALCULATED OR EASDJVM THAT AFFECT RDS PROPERTY. FAMA. PAINT O COIDSNCENENT CCNIERLDC AMFF. PERMANCH RCFCRD4C IONROR FINISHED FLOOR CLLVATl01 4 NO UNDERGROUND IMPROVEMDRS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NPD NAIL L DISH DSL BUILDING SETFACK LIME AA THIS SURVEY 6 PREPARED FOR 111E SOLE BCNERT OF THOSE CCRMCO TO AND SHOULD NOT LTE REUED UPON BY ANY OFWR ENTRY. IV RAGHT-O-VAY DK Ff11CID1ARK 6 ONINSIONS SHORN FOR ME LODL110N OF ILIPROVDIIENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT SOUNOARY LINES, ESMT. GSCMCN7 D.F. DASC FEARING 7. Bfi RVOGS ARE fYSED ASSUAOM TATTAI AND ON ME UNE SHORN AS BASE M RING (B.B.) DRAIN. UTIL DRAINAGEUTILITY A ELEVATIONS IF SHOT X ARE BASED TRI NATIONAL 6EODETIC VERT" DATUW OF 192D. UNLESS OTHVMSE NOTED. CL. C. VDITC. CHAIN LINK FENCE FCNCC D. CERMGlE OF MIMOWIAITON Ne. 1596. C/DPCPC CONCRETEEiC MACK POIPOINT Di CURVATURE SCALE I— 1 • - TO' _ DRAWN BY• ••• P.T. DESC. POINT OF TANGENCY DESCRIPTION CER77F1ED BY.• nATE ORDER ND. R RAMC LCNGTN PLOT PLAN 07-21-2017 2919-17 D DELTA C CHORD C.R. CHORD DCARING NORTH THIS BUlLDfNC\PROPERTY DOES NOT UE WITHIN— -- &AN~—)ftA THE ESTAOUSHEO 100 YEAR FLOOD PLANE AS PER 'LRM• TO RUSENM R.L / 4714 ZONE X. MAP / 12117C00B0 F (09-28-07) JAAES W. SCOTT, R.LS / 4801 R RECORD COPY Iri.lename: PARK SQUARE MARGATE II w -BONUS 2,439SF.rrr Lighting and Small Appliance/Laundry CircuitsIFloor -Area SmAppNo LaundNo Line Neutral 2439 2 1 Lighting Summary Standard 6,086 6,086 Optional 11,817 6,086 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 -------_--- - -. 2 0 0 3 0 0 Range/Oven Summary Standard_ 6,400 4,480 Optional 8,000 4,480 ev iNG pryers SANFORD Dryer No. No? Nameplate Line Neutral A, FPARRJ' 2 0 5000 ^- 2 1 5 3 0 ' 1 Dryer- Summary- - - Standard, - - 5, 000 —3-1-5003-,-500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 01M112.0 240 480 01M115.0 240 1,200 011112224015,280 02M1114.0 240 3,360 02M112.0' 240 480 02M115.0 240 1,200 021111424013,360 0Heat/Cool Summary Standard 20,640 p Optional 20,640 0 Fixed Appliances: Actual Number = 6 Name----- M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1;200WH1118.5 240 4,440 0OPTPOOL' 1 1 10 240 2,400 0OPTPOOLHEAT11312407,440 0FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name------ M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 1 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 22 240 Meat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 Standard Line Neutral Total Total = 52,406 16,316 Maximum Amperage = 218 68 Service Voltage = 240 Service Phase ='l Optional Line Neutral Total Total = 43,479 16,316 Maximum Amperage = 181 68 Service Voltage = 240 Service Phase = 1 RLLu,.,) Copy Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: P1966B-BRT - Park Sq Hm/Margate II-2000B/Bonus MiTek USA, Inc. Site Information: 6904 Parke EastBlvd Customer Info: PARK SQUARE HMS Project Name: P1966B-BRT Model: MARGAfg' 1 e66191Y6NUS RM Lot/Block: 104 Subdivision: WYNDHAM PRESERVE Address: 3836 LOON LANE City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf # , , _ 2 3 1 c This package includes 52 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# Truss Name Date No. Seal# Truss Name Date11T11392924Al6/19/17 12 T11392935 All 6/19/17 2 T11392925 A2 6/19/17 13 T11392936 B1 6/19/17 3 IT11392926 A3 14 IT11392937 B216/19/17 J 4 IT11392927 A3A 6/19/17 15 IT11392938 B3 6/19/17 5 IT11392928 IA4 6/19/17 116 IT11392939 B4 6/19/17 6 IT11392929 I A5T 6/19/17 117 1 T11392940 1 BS 6/19/17 17 IT11392930 lA6T 16/19/17 118 IT11392941 RC1 16/19/17 1 8 IT11392931 1A7T 16/19/17 119 1T113929421C2 16/19/17 9 IT11392932 JA8 6/19/17 120 1 T11392943 I C3 6/19/17 10 IT11392933 lA9 6/19/17 121 IT11392944 I Wl 6/19/17 11 IT11392934 IA10 6/19/17 122 1 T11392945 1 CJ1A 16/19/17 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. OLDI/ve SANFORD A, p we 99FM STATE OF MITek USA, Inc. R Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 19,2017 Albani, Thomas 1 of 2 RE: P1966B-BRT - Park Sq Hm/Margate II-2000B/Bonus Site Information: Customer Info: PARK SQUARE HMS Project Name: P1966B-BRT Model: MARGATE II 1966 - B / BONUS RM Lot/Block: 104 Subdivision: VVYNDHAM PRESERVE Address: 3836 LOON LANE City: SANFORD State: FLORIDA No. Seal# ITruss Name Date 23 711392946 I CJ2 6/19/17 24 T11392947 I CJ3 6/19/17 25 T11392948 CJ3A 6/19/17 26 T11392949 CJ313 16/19/17 27 IT11392950 I CJ4 6/19/17 128 IT11392951 ICJ5 16/19/17 129 IT11392952 1 CJSA 16/19/17 1 130 IT11392953 I CJ56 16/19/17 I 131 IT11392954 1 D1 16/19/17 I 32 IT11392955 I D2 6/19/17 33 IT11392956 I D3 6/19/17 34 IT11392957 1E1 16/19/17 135 IT11392958 I E2 16/19/17 1 136 IT11392959 I E3 16/19/17 1 37 IT11392960 JF1 6/19/17 138 1 T1 1392961 1 F2 16/19/17 39 IT11392962 I F316/19/17 40 T11392963 1 FT1 6/19/17 41 IT11392964 I FT2 6/19/17 42 IT11392965 JG1 6/19/17 43 IT11392966 J516/19/17 J 44 IT11392967 J6 6/19/17 45 IT11392968 J7 6/19/17 46 IT11392969 RA 6/19/17 47 T11392970 1 RT 16/19/17 148 T11392971 1 KJ5 16/19/17 1 149 IT11392972 I KJ6 16/19/17 1 150 IT11392973 1KJ7 16/19/17 1 51 IT11392974 I KRA16/19/17 152 IT11392975 I MG1 16/19/17 2 of 2 Job Truss Truss Type Qty PLATES GRIP Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT A2 HIP 1 1PIykPar 1 BC 0.87 Vert(TL) -0.64 11-12 >749 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Job Reference (optional) M10-NOT10a LUMVef , DanOW, rL., 0111 Maxwell f.64U S NOV lU ZU1* MI I OK mauslnes, Inc. Mon JUn Z6 11:03:46 ZU17 Page 1 ID:SY 2o9bsPVreOxQ2Ta8 nxzWn5K-OHW15p YzOiMJTOUKunOB62VLOmNOFBPJ07nioz2Rsf 1:1-611 17-0-0 23 0 0 I 26-5-13 33-11-11 f 40-0-0 41 O1D 6 0 5 55 5 5-13 6-0-0 55-13 5-5-13 6.0-5 K__ 14 — 12 w . .. 3x6 3x4 = 3x8 = 3x6 = 3x4 = 3x4 = 3x6 = 31i31P4 9 C6 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.64 11-12 >749 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix -M) Weight: 221 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=1660/0-7-8 (min. 0-1-15),9=1660/0-7-8 (min. 0-1-15) Max Horz2=-192(LC 10) Max Uplift2=-302(LC 12), 9=302(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=2978/936, 3.22=2912/954, 3-4=-2777/929, 4-5=2092/804, 5-23=1822/776, 23-24=-1822/776, 6-24=18221776, 6-7=-2097/804, 7-8=2790/929, 8.25=2926/954, 9-25=2992/936 BOT CHORD 2-15=763/2731, 15-26=-621/2333, 26-27=-621/2333,14-27=-621/2333,13-14=423/1852, 12-13=423/1852, 12-28=-028/2218, 28-29=-628/2218, 11-29=-628/2218, 9-11=770/2599 WEBS 3-15=289/181, 4-15=-86/475,4-14=-651/298, 5-14=176/631, 6-12=174!703, 7-12=-651/298, 7-11=-86/474, 8-11=289/181 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; B=45ft; L=40ft, eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exlerior(2) 17-0-0 to 28-5-13, Interior(1) 28-5-13 to 41-0-0 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=302, 9=302. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-19666/Bonusrrray P1966B-BRT A3 HIP 1 1 1.25 TC 0.42 Verl(LL) 0.18 14 999 240 Job Reference (optional) Mid -Florida Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:03.49 2017 Page 1 ID:SY 2o7bsPVreOxO2Ta6_nxzWnSK-sT4PJ99AkKgDwd9htdfkJajyO757mOzY2sLHEz2Rse 1- 5-4-5 10-2-3 15-0 0 20-0 0 25 0 0 29 9-13 34-7-11 40 0-0 1 5-4-5 4-9 13 4-9 13 5 0 0 5 0 0 48-13 4 9 13 5-5 5x7 = 1.5x4 II 5x7 = Scale - 1:68.7 15 14 — 13 ` 30 = 3x6 = 30 = 5x8 = 30 = 30 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Verl(LL) 0.18 14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.50 15-16 969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Mainx-M) Weight: 232 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1660/0-7-8 (min. 0-1-15), 10=1660/0.7-8 (min. 0-1-15) Max Horz2=-170(LC 10) Max Uplift2=302(LC 12), 10=302(1_C 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-23=3002/968, 3-23=2928/984, 3-24=-2810/954, 4-24=-2692/964, 4-5=2255/855, 5-25=2094/852, 6.25=2094/852, 6-26=-2094/852, 7-26=2094/852, 7-8=2255/855, 8-27=2692/964, 9-27=2810/954, 9-28=-2928/984, 10-28=3002/968 BOT CHORD 2-16=797/2638, 15-16=-679/2331, 15-29=489/1972, 14-29=-489/1972,14-30=494/1960, 13-30=-494/1960,12-13=-685/2316,10-12=-802/2618 WEBS 4-16=71/380, 4-15=-532/278, 5-15=164/572, 5-14=126/381, 6.14=339/188, 7-14=126/381, 7-13=-164/572, 8-13=532/278, 8-12=-71/380 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=3.Opsf; h=15ft; 0=45ft; L=40ft; eave=5ft; Cat. 11, Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3.0-0, Interior(1) 340-0 to 15-0-0, Exterior(2) 15-0-0 to 30-7-14, Interior(1) 30-7-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf 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 100 Ib uplift at joint(s) except (jt=1b) 2=302, 10=302. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT AM HIP 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(rL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Job Reference (optioned) Mid-Flonda Lumber. Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek InOusines, Inc. Mon Jun Z6 11:03'50 2017 Page 1 ID'SY 2o7bsPVreOxO2Ta8 nxzWnSK-KgenWVOoVey4YnatRJpuGX7glgY1sD16nhwpgz2Rsd 1-0-0 - 15-0-0 + 2-12 I -2- 12 40-0-0 41-0-p 7 7221 7-977-0 2 II Scale = 1:68.7 5x7 = 1.50 II 5x7 = 6.00 FIT 3x5 = 1.50 II 30 = 3x8 — 30 = 1.50 11 3x5 = 3x8 = N C5 Pt 9 1 LOADING(psO SPACING- 24)-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.06 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.16 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(rL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) Weight: 221 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14,4-12,6-12.7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=687/0-7-8 (min. 0-1-8), 12=2074/0-3-8 (min. 0-2-7),8=559/0-7-8 (min. 0-1-8) Max Horz2=-170(LC 10) Max Uphft2=-144(LC 12), 12=337(LC 12), 8=123(LC 12) Max Grav2=738(LC 21), 12=2074(LC 1), 8=619(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=910/256, 3-22=-818/274, 4-24=36/643,24-25=-36/643, 5-25=36/643, 5.6=36/643, 6.26=0/365, 7-27=-479/178, 8-2755/160 BOT CHORD 2-15=145/743, 1 4-1 5=1 4 6174 0, 10-11=-67/502,8-10=-66/505 WEBS 3-15=0/305, 3-14=-690/318,4-14=107/537, 4-12=1092/362, 5-12=-350/182, 6-12=928/319, 6-11=-1151467, 7-11=714/321, 7-10=0/316 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 30-7-14. Interior(1) 30-7.14 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=144, 12=337,8=123. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type o1yPIy LUMBER- BRACING - Park Sq Hm/Margate II-19661/Bonuslfray P19666-BRT A4 HIP 1 1 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1660/0-7-8 (min. 0-1-15), 8=1660/0-7-8 (min. 0-1-15) Job Reference (optional) ID:SY 5x8 = 1.5x4 II 4 5 nc o V .l IYVV IV [VI -7 MI eft InVuslnes, InG. mon Jun za 7 7:uO:ou zul / 5x8 = c 26 Scale = 167.5 14 13 12 11 10 3x6 = 1.50 11 3x4 = 5x8 = 3x4 = 1.50 11 3x6 = 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 Iner YES Code FBC2014/TPI2007 CSI. TC 0.69 BC 0.74 WS 0.54 Matrix -M) DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.19 12 >999 240 MT20 244/190 Vert(rL) -0.51 12-13 >943 180 Horz(TL) 0.19 8 n/a n/a Weight: 212 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 20 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1660/0-7-8 (min. 0-1-15), 8=1660/0-7-8 (min. 0-1-15) Max Horz2=-149(LC 10) Max Uplift2=-302(LC 12), 8=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=2967/979, 3-21=2881/993, 3-22=2447/858, 4-22=-2432/881, 4-23=2438/943, 23-24=-2438/943, 5-24=2438/943, 5-25=2438/943, 25-26=2438/943, 6-26=2438/943, 6-27=2432/881, 7-27=2447/858, 7-28=-2881/993, 8-28=-2967/979 BOT CHORD 2-14=797/2603, 13-14=797/2603, 13-29=561/2142, 12-29=-561/2142, 12-30=-567/2116, 11-30=-567/2116,10-11=-803/2577,8-10=-803/2577 WEBS 3-13=539/271.4-13=-92/469,4-i2=179/570, 5-12=479/253, 6-12=179/570, 6-11=92/469, 7-11=-539/270 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft, L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 32-7-14, Interior(1) 32-7-14 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf 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 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=302, 8=302. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard JobTA5Tss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT SPECIAL 1 1 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Job Reference (optional) Mrd -Florida Lumber, Banow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:03:512017 Page 1 ID:SY 2o?bsPVreOxO2Ta8 nxzWn5K-osSAkr10Fx4xAw93?OL7pkglmEm7bdbG?LLSL6z2Rsc W 0-3-0 1 8 0 4 9-0 4 11-0 0, 15-0 8 1 19 1-0 20 1-0 24{r B 1 29 0 0 1 M 2-12 I 40-0-0 41-0 p 1 4-3 i 3$14 1-11-12 4-0.8 4-0.8 4-5-0 4-5.8 5.2-12 5x5 = 30 = 30 6 5x7 = 1.50 II 3x4 = 5x5 = 7 8 9 31 32 10 6.00 FIT 5x5EL 29 4 33 3x4 1.5x4 lit %A 11 3 d 28 34 J, 1 21 20 19 18 t21 7x6 = 35 38 16 Scale = 1.68.7 21 6x12 = 17 15 14 3x6 12.00 !8 G 30 = 6x64x6 = 1.5x4 II 3x6 = 3x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.34 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.95 18-19 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(rL) 0.36 12 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix -M) Weight. 236 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 'Except' WEBS 1 Row at midpt 8-17 WV 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1661/0.7-8 (min. 0-1-15),12=1659/0-7-8 (min. 0-1-15) Max Horz2=-128(LC 10) Max Uplift2=-301(LC 12), 12=303(1_C 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=2978/980, 3.28=2903/992, 3-29=-2782/937, 4-29=-2715/945, 4-5=3401/1188, 5-30=2765/977, 6-30=2765/977, 6-7=-3412/1174, 7-8=3410/1172, 8-9=2837/1017, 9-31=2274/849, 31-32=2274/849, 10-32=2274/849, 10-33=2520/886, 11-33=-2593/868, 11-34=2895/967,12-34=-2973/950 BOT CHORD 2-21=798/2596, 20.21=964/3282, 19-20=717/2742, 18-19=-890/3206, 17-18=-1061/3843, 17-35=748/2662, 35-36=748/2662, 16-36=748/2662, 15-16=-748/2662, 14-15=-788/2589, 12-14=-788/2589 WEBS 4-21=2110/655, 5.19=176!791, 6-19=-759/276, 6-18=70/392, 8-18=722/2650, 8-17=2786/805, 9.17=-60/350, 9-15=716/261, 110-15=2441/855.11-15=391/207, 4-20=439/1708, 5-20=297/635 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=40ft, eave=Sft; Cat. II; Exp B; Encl., GCpi=018; MWFRS (directional) and C -C Extenor(2) -1-0-0 to 3-0-0, Interior(1) 3-" to 11-0-0, Exterior(2) 1140-0 to 33-0-0, Interior(1) 33-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=301, 12=303. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type City Ply Park Sq Hm/Margate II-1966E/Bonusrrray P1966B-BRT A6T SPECIAL 1 1 LOADING(psf) SPACING- 240-0 CSI. DEFL. in Job Reference (optional) Mid -Florida Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:03:54 2017 Page 1 ID-SY 2o9bsPVreOx02Ta8 nxzWnSK-CRtIMt3JYsSV101eg9ugRNHV9Rn6ovOiiJa6yRz2RsZ 18.0.4 14 0-8 19-1-0 1 25-6-8 W --L-!—_121-0-0 35 2-12 40 0 0 1 4 9 3-3-0 0 11- 2 50-8 5 0 8 5-5-8 5-5-8 4-2-12 - 5x5 = 30 = 7x8 = 1.50 II 5x8 = 11.50 II n i— c en e• 6 7 a ve 33 934 Scale - 1:68.6 21 20 1`4 ii 4x4 = 16 15 14 13 3x6 = 500 = 5x6 f2.001-12 600 MT18HS= 300 = 3x6 = 30 = 3x8 - 600 MT18HS\\ h d 4 It 4-9-4 B-0-4 $ 0 4 14-0 8 19 1-0 0.1 25-" 31 0-0 40.0-0I 4-9-4 I 3-3-0 50-4 I 5 8 5-5-8,5_85-B 9.0.0 Plate Offsets (X,Y)- (5,0.2-8,0.2-4], [7:0-3-8,Edge], [9.0.6-0,0-2-8], 111:0-4-12,0-1-8], 116.0-6-12,0-1-8), 117:0-4-0,0-3-4], 19.0-2-8,Edge], 120:0-2-8, Edge], (21:0-3-8,0-2-8), [22:0-241 0-1-7] LOADING(psf) SPACING- 240-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.41 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(rL) -1.02 17-18 >472 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Ina YES WB 0.98 Horz(TL) 0.35 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight 225 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. 83, B4: 2x4 SP No.t WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 'Except' MiTek recommends that Stabilizers and required cross bracing be W1: 2x4 SP No.2 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1659/0-7-8 (min. 0-1-15),11=1658/0-7-8 (min. 0-1-15) Max Horz2=107(LC 10) Max Uplift2=-304(LC 12), 11=301(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-29=2928/951, 3.29=2848/965, 34=-3593/1204, 4-5=3595/1263, 5-30=-4030/1359, 30-31=4030/1359, 6.31=-4030/1359, 6-7=4329/1448, 7-8=3176/1121, 8-32=3176/1121, 32-33=3176/1121, 33-34=3176/1121, 9-34=3176/1121, 9-35=2702/927, 10-35=-2714/911,10-36=-2883/1024,11-36=2957/1010 BOTCHORD 2-21=773/2547, 18-19=-844/3008,17-18=1149/4030,16-17=-1351/4645, 15-16=-1002/3455,14-15=-075/2384,13-1475/2384,11-13=845/2579 WEBS 7-17=892/3178, 7-16=3130/950, 7-15=-424/119, 8-15=340/182, 9-15=350/1098, 9-13=41/316,3-21=-765/283, 5-19=284!738, 6-18=-610/264, 5-18=394/1319, 6-17=118/433,19-21=784/2576,3-19=-157f723 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst, BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft, Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 940-0 to 35-0-0, Interior(1) 35-0-0 to 41.0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wlll fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=304, 11=301. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss TypeQtr DEFL. in (loc) Well Ud PLATES Vert(LL) -0.52 21-22 >915 240 MT20 Vert(I.) -1.32 21-22 >365 180 MT20HS Horz(rL) 0.42 13 n/a n/a MT18HS Weight: 530 Ib Py Park Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT A7T SPECIAL 1 TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. T2,T3 2x6 SP No.2 Job Reference (optional) Mid -monde Lumber, nanow, FL., tlm Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11.04.02 2017 Page 1 90.4 ID:SY 2o9bsPVreOxQ2Ta8 nxzWn5K-zzMKlc9KgKTN dVB8g1im3duOf fmgYVtXZWXE_z2RsR 391 l 7-0-0 l IMO 1 ,9•,a t 24 S4 + 2tt7•u l 33-0-0 l 38 2-u l .Oaa I-0 39- 32.12 5-0b 504 1•r-1 4.2-8 3bt2 39- t-0-0 Scale = 168.7 6.00 FIT 5x9 = 5x6 = 4x8 = 10x10 = 2x4 II 4x8 = 20 II 26 25 24 10x12 MT20HS=2x4 11 20 47 1948 /8 49 50 1716 51 15 4x5 = 2x4 II 4x4 = 12.00 FIT 10x12 MT20HS II 30 = 1.5x4 II 5x8 MT20HS = 3x4 = 3x6 = 6x12 MT20HS // 6x8 MT18HS\\ 4x8 = 9.0.4 t4 at° + 19•,•0 lata 22.4-0 + LINUT I 2ea•ts 3300 1 2•u .oao 39-4 32.12 8 5-0a 2-30 2-t-4 4.2-0 4 32.12 394 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 240-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014rrPI2007 CSI. TC 0.65 BC 0.99 WB 0.95 Matrix -M) DEFL. in (loc) Well Ud PLATES Vert(LL) -0.52 21-22 >915 240 MT20 Vert(I.) -1.32 21-22 >365 180 MT20HS Horz(rL) 0.42 13 n/a n/a MT18HS Weight: 530 Ib GRIP 244/190 187/143 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. T2,T3 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10.4 oc bracing. BOT CHORD 2x6 SP DSS 'Except' B1: 2x6 SP No.1, B4: 2x4 SP No.1, B5. 2x4 SP No.2 WEBS 20 SP No.3 'Except' W4,W1: 2x4 SP No.2 REACTIONS. (Ib/size) 2=2877/0.7-8 (min. 0-1-11), 13=2936/0-7-8 (min. 0-1-12) Max Horz 2=-85(LC 6) Max UpUft2=-639(LC 8), 13=645(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5916/1281, 3-4=5848/1310, 4-5=-6029/1364, 5-32=-8295/1847, 32-33=8295/1847, 6-33=8295/1847.6-34=12021/2656. 34-35=1202112656,7-35=12021/2656. 7 -8=12027/2654,8-36=8403/1876,36-37=-8403/1876,9-37=-8403/1876, 9-38=7077/1588, 38-39=-7077/1588, 39-40=7077/1588, 10.40=7077/1588, 10-41=-7081/1590, 41-42=7080/1590, 11-42=7077/1590, 11-12=5541/1227, 12-13=-5583/1228 BOT CHORD 2-26=1088/5264, 25-26=-1088/5264, 24-25=1065/5187, 23-24=2248/10811, 23-43=-2445/11598, 4 3-4 4=24 4 5/1 1 598, 22-44=-2445/11598, 2245=-2445/11598, 45-46=2445/11598, 21-46=2445/11598, 20-21=-2437/11564, 2047=-1842/8715, 1947=1642/8715,19-48=1727/8223,1848=172718223,18-49=1727/8223, 49-50=-1727/8223.17-50=1727/8223, l6-17=1727/8223,16-51=1003/4968, 15-51=-1003/4968,13-15=1024/4878 WEBS 3-25=263/106, 4-25=700/180, 4-24=-644/2981, 5-24=8581/1817, 5.23=1621/7937, 6-23=3676!791, 6-22=39/609, 6-21=104/512,8-21=-177018411, 8-20=7713/1649, 9-18=0/304, 9-16=1507/331, 10-16=575/212, 11-16=-004/2747, 11-15=2/450, 8-19=616/159, 9-19=-63/366 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Py to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=40ft; eave=5ft; Cat. II; Exp g B; End.., GCgpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 8) P(ovetl on pagete drainage to prevent water ponding. ontinu Job Truss Truss Type oty Ply Park Sq Hm/Margate II-19666/Bonus%Tray P19666-13RT A7T SPECIAL 1 I Job Reference (optional) MI(I-FIOD08 Lumber, Barlow, FL., BIII Maxwell 7.640 S Nov 1 V Za16 MI I eK mOuStnes, Inc. Mon Jun Zb 11:04:OZ Z01I Page Z ID:SY 20?bsPVreOxQ2Ta8 nxzWn5K-zzMKlc9KgKTN dVB8g1im3duOfMhngYVIXZWXE z2RsR NOTES - 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 20 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=639, 13=645. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 Ib down and 176 Ib up at 740-0, 108 lb down and 81 Ib up at 9-0-12, 108 Ib down and 81 Ib up at 11-0-12, 108 Ib down and 81 Ib up at 13-0-12,108 Ib down and 81 Ib up at 15-0-12, 108 Ib down and 81 lb up at 17-0-12.108 Ib down and 81 Ib up at 19-0-12, 97 Ib down and 88 Ib up at 20-114, 97 Ib down and 88 Ib up at 22-114, 97 Ib down and 88 lb up at 24-11-4, 97 Ib down and 88 Ib up at 26-114, 97 Ib down and 88 Ib up at 28-114, and 97 Ib down and 88 Ib up at 30-114, and 190 Ib down and 176 Ib up at 33-0-0 on top Chord, and 327 Ib down and 75 Ib up at 7-0-0, 27 Ib down at 9-04, 27 Ib down at 11-0-12, 27 Ib down at 13-0-12, 27 Ib down at 15-0-12, 27 Ib down at 1740.12, 27 Ib down at 19-1-0, 65 Ib down at 20-114, 65 Ib down at 22-11.4, 65 lb down at 24-114, 65 Ib down at 26-114, 65 Ib down at 28-114, and 65 Ib down at 30-114, and 327 Ib down and 75 Ib up at 32-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 11-14=60, 2-24=-20, 23-24=20, 21-23=-20, 20.21=20, 20-29=-20 Concentrated Loads (lb) Vert: 4=143(B) 11=143(8) 23=14(8) 21=14(B) 25=327(8) 5=-108(8) 7=-108(8) 10=97(B) 16=-41(B) 15=-327(8) 32=-108(8) 33=-108(8) 34=108(B) 35=108(8) 36=97(B) 37=97(8) 38=97(8) 40=97(B) 42=97(B) 43=-14(B) 44=-14(B) 45=-14(B) 46=-14(B) 47=41(B) 48=-41(B) 49=41(B) 50=41(8) 51=41(B) Job I Truss Truss Type City Py Park Sq Hm/Margate II-1966B/Bonusrrray P19666-13RT A8 SPECIAL 1 1 BC 0.55 Vert(TL) -0.32 15-16 >810 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL., BIII Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11.04:02 2017 ID:SY 2o?bsPVre0xO2Ta8_nxzWnSK-zzMKlc9KgKTN dVB8glim3dwLfdcgYKtXZWX 5x5 = 4 5x7 = 3x4 = 5x5 = Scale - 1:68.7 3x5 = 3x4 = 7-6-4 30 = 3x6 — 3x8 = 1.50 II 30 = 3x5 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.14 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.32 15-16 >810 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(rL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -M) Weight: 225 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 20 SP No.3 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=754/0.7-8 (min. 0-1-8).13=1963/D-3-8 (min. 0-2-5), 9=603/0-7-8 (min. 0-1-8) Max Horz2=165(LC 11) Max Uplift2=-154(LC 12), 13=320(LC 12), 9=129(1_C 12) Max Grav2=763(LC 17), 13=1963(LC 17), 9=646(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=1021/283, 3-23=880/300, 3-24=-1072/443, 4-24=984/458, 5.6=33/566, 8-28=633/222, 9-28=784/208 BOT CHORD 2-16=1581952,16-29=18/311, 29-30=-18/311, 15-30=18/311,13-33=573/305, 12-33=-573/305, 11-12=115/632, 9-11=-115/632 WEBS 3-16=-463/296, 5-15=-96/678, 5-13=1147/307, 7-12=300/144, 8-12=-607/261, 8-11=0/265,4-16=345/927, 4-15=-438/144, 6-13=-1073/412, 6-12=-295/900 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1511; B=45R; L=4011; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-O, Interior(1) 3-0-0 to 14-6-0, Extenor(2) 14-6-0 to 3140-0, Interior(1) 31-0-0 to 41-0-0 zone;C-C for members and forces 8 MWFRS for readlons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=154, 13=320,9=129. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Ory Ply Park Sq Hm/Margate II-19666/Bonus/Tray P19666-BRT A9 SPECIAL 1 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 12-13 >999 180 Job Reference (optional) Mid-Flonda Lumber. Bartow. FL., Bill Maxwell 5x5 = ID.SY. 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:03 2017 Scale - 1:68.7 1.5x4 II 3x8 = 3x6 = 3x5 = 3x4 = 3x8 = 1.50 II 7 6-4 14 0 21-2-12 29 0 0 34-2-12 40.0-0 7-6-4 6 11-12 6-8-12 7-9-4 5-2-12 5-9-4 3x5 = Plate Offsets (X.Y)— 17:0-2-8,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.08 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 12-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(rL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -M) Weight: 213 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=735/0-7-8 (min. 0-1-8), 13=1978/0-3-8 (min. 0-2-5), 9=607/0-7-8 (min. 0-1-8) Max Horz2=-165(LC 10) Max Uplift2=-152(LC 12), 13=322(LC 12), 9=130(LC 12) Max Grav2=745(LC 21), 13=1978(LC 1), 9=653(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=951/271, 3-23=-783/288, 3-24=314/154, 5-6=119/721, 6.25=280/192, 25-26=-280/192, 7-26=280/192, 7-27=318/161, 8-27=395/144, 8-28=-790/261, 9-28=-856/250 BOT CHORD 2-16=148/807, 1516=148/807, 13-29=-341/212, 29-30=-341/212, 12-30=341/212, 11-12=160!707, 9-11=160!707 WEBS 3-16=0/290,3-15=-680/283, 5-15=138/688, 513=-1036/354, 6-13=-1004/385, 6-12=238!763, 8-12=-484/230 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vufl=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft, L=40ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-0, Exterior(2) 14-6-0 to 33-0-0, Interior(1) 33-0-0 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 3-0-0 tall by 2-" 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 100 Ib uplift at joint(s) except (jt=lb) 2=152, 13=322,9=130. 7) "Semi-rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT A10 SPECIAL 1 1 Vert(LL) -0.16 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) mio-monOa LumDer, , Marlow, r'L., LYnI Maxwell 7.640 a Nov lu Zu1S mi I eK mOuslnes, m6. Mon Jun z5 11'04 04 Z017 Page 1 ID:SY 20?bsPVreOxOZTa8nxzWnSK-wMU4SIBaBxjSDweZGF4ArUiERGWBSUA?t?eJsz2Rsi- 1 7-0-4 146.0 20-0 1 2I11-10 31-0.0 35 2-12 40.0-0 1 7-6-4 6.11-12 5 Ert 5-11-9 5 0 6 4-2-12 4-9-4 Scale = 1:68.7 5x5 = 3x5 = 1.5x4 II 3x8 = 3x6 = 3x8 = 3x5 = 3x4 = LOADING(psO SPACING- 2-" CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.16 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.40 11-12 >566 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.92 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 204 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=762/0-7-8 (min. 0-1-8), 12=1906/0-3-8 (min. 0-24), 9=652/0-7-8 (min. 0-1-8) Max Horz2=165(LC 11) Max Uplift2=-155(LC 12), 12=-315(LC 12), 9=134(LC 12) Max Grav2=768(LC 21), 12=1906(LC 1), 9=687(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=1002/280, 3-22=834/297, 3-23=362/170, 4-23=255/194, 5-24=-319/189, 5.6=144/708, 6-25=-518/248, 25-26=518/2418.7-26=-518/248, 7-27=-633/230, 8-27=-643/213, 8-28=-837/345, 9-28=935/331 BOT CHORD 2-15=155/856,14-15=155/856,13-14=468/257,12-13=468/257, 9-11=245!793 WEBS 3-15=0/295, 3-14=677/280, 5-14=213/894, 5-12=1034/388, 6-12=-1064/400, 6-11=136/517,8-11=-319/223 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuR=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0.0 to 3-0-0, Intenor(1) 3-0-0 to 14-", Extenor(2) 14-6-0 to 18-6-0, Intenor(1) 20-0-1 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=155, 12=315, 9=134. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Ory Ply Park Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT A11 SPECIAL 1 1 1 TCDL 10.0 0.2819-21LumberDOL1.25 Job Reference (optional) Mio-monaa winner, t%anow, rL., tim maxwee 7.540 s rvov 10 2015 mi l eK tnausines, mc. mon Jun z511:04:05 2017 Paget ID:SY 2o?bsPVreOx02Ta8_nxzWn5K-OY2SgdCCyFrnr4DlpzbPNhFRVtanusKDXkBrJz2RsO 1 5-2-5 9-143 14.6.0 163-0 22-0-0 27.4-4 32-11-15 362-12 40.0-0 t jU52-5 4-7-13 4 7-13 3-9-0 3-9-0 5.4-4 57-12 3-2-12 3-9-4 Scale = 1:68.7 5x5 = 6.00 12 3x6 4 3x4 6 4 5x5 = 1.5x4 11 5x7 = 1.5x4 7 8 3 4 25 26 > 30 10 5 d 1 A t 2 12 27 18 28 18 17 18 15 14 13 4x5 = 6x6 = 7x8 = 30 = 3x6 = 3x10 = 30 = 1.50 11 3x5 = LOADING(pso in (loc) SPACING- 2-0-0 CSI. TCLL 20.0 0.1319-21PlateGripDOL1.25 TC 0.51 TCDL 10.0 0.2819-21LumberDOL1.25 BC 0.78 BCLL 0.0 ' 0.04 11RepStressIncrNOWB0.87 BCDL 10.0 Code FBC2014fTP12007 Matrix -M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 Except' Bt: 2x6 SP No.1 WEBS 20 SP No.3 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.1319-21 999 240 MT20 244/190 Vert(rL) 0.2819-21 897 180 Horz(TL) 0.04 11 n/a n/a Weight: 231 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS REACTIONS. (Ib/size) 2=1342/0-7-8 (min. 0-1-9),17=2219/0-3-8 (min. 0-2-10), 11=627/0-7-8 Max Horz 2=165(LC 6) Max Uplift2=257(LC 8), 17=375(LC 8), 11=128(LC 8) Max Grav2=1345(LC 17), 17=2219(LC 1), 11=651(LC 14) 640-0 oc bracing: 17-18,15-17. 1 Row at midpi 617 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2245/399, 34=-2048/380, 4-5=554/162.5-6=5271165, 6-7=-121/1061, 7-25=421/83, 8-25=-421/83, 8-26=-421/83, 9-26=421/83, 9-10=726/131, 10-11=-853/150 BOT CHORD 2-27=282/1980, 27-28=292/1980, 19-28=292/1990, 1619=-117/1197, 16-17=-781/209, 15-16=-781/208, 14-15=16/601, 13-14=-77/806, 11-13=-77/806 WEBS 3-19=310/121, 4-19=210/1346, 4-18=-1133/257, 5-18=-66/263, 618=-84/856, 8-15=368/61, 9-14=-10/275, 8-15=-375/121, 7-17=528/147, 7-15=-208/1230, 6-17=1790/302 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=257, 17=375,11=128. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 353 Ib down and 100 Ib up at 5-0.12, and 515 Ib down and 84 Ib up at 611-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type Otr Ply Park Sq Hm/Margate II-1966B/Bonusrrray P1966B-BRT A11 SPECIAL 1 1 Job Reference (optional) mio-rionoa r..umuer , oanow, rL., om Maxwell LOAD CASE(S) Standard 1) Dead i Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p") Vert: 1-5=-60, 5-7=-60, 7-9=-60, 9-12=-60, 2-22=20 Concentrated Loads (lb) Vert 27=353(F) 28=515(F) b40 8 NOV 7u lu1J Mi 1 eK In0uMnes, InC. Mon Jun zb 11'04:05 zo17 Page z ID:SY2o?bsPVreOxO2Ta8_nxzWnSK-OY2SgdCCyFrxr4DlpzbPNhFRVlartusKDXkBrJz2RsO Job Truss Truss Type Oty Ply Park Sq Hm/Margate II- 1966B/Bonusrrray P1966B-BRT 131 SPECIAL 3 1 Structural wood sheathing directly applied or 4-8-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Job Reference (optional) Mid -Florida Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:06 2017 Page 1 ID:SY 2o7bsPVreOxO2Ta8 nxzWnSK-slbrtzCglYzoTEoyNg6ewvnbgH zcO/TSBUkNIz2RsN 1 7-4-8 14-2-8 21-4-0 7-4-8 6-10 0 7-1-8 i, 20 11 5 1 10 3x4 = 3x5 = 1x4 II 3x4 = 30 = 5x7 = 19 Scale = 156.5 LOADING(psQ SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 CSI, TC 0.53 BC 0.53 WB 0.68 Matrix -M) DEFL. in Vert(LL) -0.07 Vert(TL) -0.17 Horz(rL) 0.04 10c) I/dell Ud 6-7 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 126 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=919/0-7-8 (min. 0-1-8),6=816/0-3-8 (min. 0-1-8) Max Horz2=312(LC 12) Max UpIift2=-107(LC 12), 6=206(LC 12) Max Grav2=919(LC 1), 6=874(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=1316/114,3-14=1224/137,3-4=-733/52 BOT CHORD 2-9=414/1122, 8-9=-415/1119, 7-8=415/1119, 7-16=-224/621, 6-16=224/621 WEBS 3-9=0/272, 3-7=590/2250 4-7=-63/512, 4-6=881/316 NOTES - 1) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=oft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 20-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=107, 6=206. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Park Sq Hm/Margate 11-1 966B/Bonus/Tray P19666-BRT B2 MONO TRUSS 7 1 SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Job Reference (optional) Mid-Flonda Lumber, Bartow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Induslnes, Inc. Mon Jun 26 11:04:06 2017 Page 1 ID-SY 2o?bsPVreOxQ2Ta8 m¢WnSK-slbrtzCgjYzoTEoyNg6ewvnbMH scODTSBUkNlz2RsN 3-7 14-0-5 21-0-121-0 7 7-3-7 6-8-15 7-0-7 20 II 9 7 6 3x5 = 1x4 11 30 = 3x4 = 3x4 = 7-3-7 I 145 I 21-0-12 1 7.3.7 f a-15 7b7 Scale - 1:58.9 Plate Offsets (X,Y)— I3:0-2-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) 0.18 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WS 0.65 HOrz(TL) 004 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight: 124 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. WEBS 1 Row at midpt 5-6,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installabon guide. REACTIONS. (Ib/size) 2=913/0-7-8 (min. 0-1-8),6=820/Mechanical Max Horz 2=312(LC 12) Max Uplift2=-105(LC 12), 6=209(LC 12) Max Grav2=913(LC 1), 6=878(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=1309/111.3-13=1218/134,3-4=-737/51 BOT CHORD 2-9=412/1118, 8-9=-412/1115, 7-8=412/1115, 7-15=-226/629, 6-15=226/629 WEBS 3-9=0/266, 3-7=577/220,4-7=-591510,4-6=-8871317 NOTES - 1) Wind. ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft: B=45ft; L=24ft; eave=oft; Cat. II, Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-11-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=105, 6=209. 6) "Semi-rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonusrrray P19666-13RT 63 MONO HIP 1 1 BOT CHORD 2x4 SP No.t end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. Job Reference (optional) Mid-mon08 Lumber, eanow, FL., Sul Maxwell 7.640 S Nov 10 2015 MiiTek Industries, Inc. Mon Jun 26 11:04:07 2017 Page 1 ID:SY 20?bsPVreOx02Ta8 nxzWn5K-Kx9D4JDSUs5f4ON8xOdtT6Kj6gGuLxKchrDlwBz2RsM 1 7-0-5 13.6-3 20-0-0 1-0-1 7-0-5 6-5-13 6-5-13 Moll 31 40 = 4x5 = 3x5 4x5 = 5x5 II I:- 3x4 = Scale = 1.56.2 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 10.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) DEFL. in Vert(LL) -0.43 Vert(TL) -1.00 Horz(TL) 0.03 loc) Well Ud 8-10 >586 240 8-10 >250 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-10-12 oc purlins, except BOT CHORD 2x4 SP No.t end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. W3: 20 SP No.2 WEBS 1 Row at midpt 6-7,4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=819/Mechanical, 2=915/0-7-8 (min. 0-1-8) Max Horz2=300(LC 12) Max Uplift7=-204(LC 12),2=110(!_C 12) Max Grav7=885(LC 17), 2=915(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=1311/157,3-14=1239/178,3-4=-1071/142,6-7=378/59 BOT CHORD 2-10=X54/1165, 9-10=263/647, 9-16=-263/647, 16-17=263/647, 8-17=263/647 WEBS 3-10=351/212,4-10=-124/667,4-8=866/354, 5-8=0/286 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-0-0, Exterior(2) 20-0-0 to 20-11-0 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 7=204, 2=110. 8) "Semi-rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss DEFL. in Ply Park Sq Hm/Margate II-1966B/Bonusrrray P1966B-BRT 64 TrussType ]Qty SPECIAL 1 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.45 8-10 >559 180 Job Reference (optional) Mid -Ronda Lumber, Canow, FL., Cm maxweii 7.640 s Nov 10 2015 MITek Industries, Inc. Mon Jun 26 11:04.07 2017 Page 1 ID:SY 20?bsPVreOxO2Ta8 mQWnSK-Kx9D4JDSUs5f4ON8xodtT6KoKgGyLwRchrDlwBz2RsM 21-4-0 1-0 Q 6$5 12-10 3 190.0 L2 8 1 6-8-5 I 6-1-13 + 6.1-13 l 2-0 8 0 _3_8 4x8 = 1,50 II 3x5 = 3x4 = 30 = 3x4 = 3x12 = 11 3x4 = 1I Scale = 1.55.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.22 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.45 8-10 >559 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight 141 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,4-8,5-7 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=816/0-34 (min. 0-1-8), 2=918/0-7-8 (min. 0-1-8) Max Horz2=286(LC 12) Max UpIIft7=196(LC 12), 2=117(LC 12) Max Grav7=861(LC 17), 2=918(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=1326/182,3-15=1260/203,34=1094/168,4-16=282/10 BOT CHORD 2-10=458/1182, 9-10=279!705, 9-17=-279/705, 17-18=279!705, 8-18=279/705 WEBS 3 -10=346/204,4-10=-104/573,4-8=7391301,5-8=155f788,5-7=-957/334 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-" to 2-0-0, Intenor(1) 2-" to 19-0-0, Exterior(2) 19-0-0 to 20.10-12 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 7=196, 2=117. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT BS SPECIAL 1 1 17-0-0 21-4-0 8-9-4 8-2-12 44-0 Job Reference (optional) moo-monaa Lumber, tlanow, FL., 17111 Maxwell /.64u s Nov 1u zu7D MI I eK Inaumnes, rnC. Mon Jun Z6 71.04:Oa zul7 rage 1 ID-SY 20?bsPVreOxO2Ta8 nxzWnSK-o7jbifESFADWiYyKV5867Jt—U4eF418mwVzrSdz2RsL r1-0 Q 6-0-5 + 11-6-3 17-0.0 21-0-8 21r+01-0.0 6-0-5 5.5-13 5-5-13 4-0-8 0-3.8 30 = Scale: 1/4"=1' 4x8 = 1.50 II 17 10 19 9 20 3x4 = 3x4 = 8 7 3x4 4x8 = 3x4 = 8-9-4 17-0-0 21-4-0 8-9-4 8-2-12 44-0 Plate Offsets (X,Y)— 12:0-2-0,Edoel, [3:0-2-8.0-3-01,15:0-54.0-2-01, (7.0-2-12,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Verl(LL) -0.13 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.30 8-10 >847 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) Weight: 134 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=819/0-34 (min. 0-1-8), 2=916/0-7-8 (min. 0-1-8) Max Hors 2=258(LC 12) Max Uplift7=-184(LC 12), 2=129(LC 12) Max Grav7=824(LC 17), 2=916(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=1381/235, 3-15=1298/253, 3-4=-1152/224, 4-16=445/84, 5-16=-370/95 BOT CHORD 2-10=481/1210, 10-19=-324/793, 9-19=-324!793, 9-20=324!793, 8-20=324/793, 7-8=138/351 WEBS 3-10=307/182, 4-10=-92/499, 4-8=-651/271, 5-8=150/652, 5-7=814/317 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II, Exp B, Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 20-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 7=184, 2=129. 7) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qtr PlyPark Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT C1 COMMON 1 1 Structural wood sheathing direly applied or 5-24 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Job Reference (optional) Mid-Flonde Lumber, Banow. FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:06 2017 Page 1 ID SY 20?bsPVreOxQ2Ta8 nxzWnSK-o7jbifE5FADWiYyKV5667JtOm4cZ4RImwVzrSdz2RsL 1-0 0 5-1-4 94-0 14-2-12 19-0-0 1.0 0 5-1.4 4-6-12 4 6 12 4-9.4 3 Scale: 3/8'=1' 40 = 30 = 5x8 = US = LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inrr YES BCDL 10.0 Code FBC20141TP12007 CSI. TC 0.25 BC 0.78 WB 0.20 Matrix -M) DEFL. in Vert(LL) -0.12 Vert(rL) -0.32 Horz(rL) 0.03 loc) I/deft Ud 7-10 >999 240 7-10 >716 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 85 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-24 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing beWEDGEinstalledduringtrusserection, in accordance with StabilizerRight: 20 SP No.3 Installation guide. REACTIONS. (Ib/size) 6=746/0-8-0 (min. 0-1-8),2=834/0-7-8 (min. 0-1-8) Max Horz2=98(LC 11) Max Uplift6=-126(LC 12), 2=162(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=1220/405, 3-14=1166/420, 3-15=914/309, 4-15=846/320, 4-16=846/331, 5-16=914/319,5-17=-1115/427,6-17=-1221/418 BOT CHORD 2-7=328/1043,6-7=-315/1045 WEBS 4-7=134/515, 5-7=344/201, 3-7=337/211 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Extenor(2) 9-8.0 to 12-8-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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 cord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 611=1b) 6=126, 2=162. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type aly Ply Park Sq Hm/Margate II-19668/Bonus/Tray P1966B-BRT C2 HIP 1 1 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. Job Reference (optional) Mid-Flonda Lumber, Barlow, FL., 9111 Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:09 2017 Page 1 ID:SY 2o?bsPVreOx02Ta6_nxzWnSK-GJHzV?FjOTWKiXX2ofLYXPByU92pvUv89iP 4z2RsK 45-484" 10 0 0 14-2-12 19-0.0 20.0-0 4-54 i 4-2-12 } 1 0 4-2-12 I 4-94 1-04)' 4x4 = 40 = Scale = 132.8 3x5 = 30 = 30 = 3x4 = 30 = LOADING (psi 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 YES Code FBC2014/TP12007 CSI. TC 0.22 BC 0.63 WB 0.17 Matrix -M) DEFL. in (loc) I/deft L/d Vert(LL) -0.11 10-13 >999 240 Vert(TL) -0.29 10-13 >775 180 Horz(rL) 0.04 6 n/a n/a PLATES GRIP MT20 244/190 Weight 90 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection, in accordance with StabilizerILeft: 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=747/0-3-8 (min. 0-1-8).6=833/0-7-8 (min. 0-1-8) Max Horz1=-92(LC 10) Max Upliftl=-126(LC 12), 6=162(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=1235/446, 2-17=1137/460, 2-3=-945/369, 3-4=-793/361, 4-5=945/359, 5-18=1187/473, 6-18=-1237/459 BOT CHORD 1-10=332/1059, 9-10=156!793, 8-9=360/1062,6-8=-360/11062 WEBS 2-10=331/217, 3-10=-831268, 5-9=-324/230 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft, L=24ft; eave=4ft; Cat. II, Exp B; Encl., GCpl=0.18; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2) 8-8-0 to 10-0-0. Interior(1) 14-4-11 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord Irve 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=126, 6=162. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type 1.25 Lumber DOL Sq Hm/Margate II-19668/BonuslTray P1966B-BRT C3 QtY]PlYPark HIP 1 1 Weight: 94 Ib FT = 20% BRACING - Job Reference (optional) MI0-r10n0a LUMM , VanOW, rL., 0111 Maxwell /.b4U S NOV lU LUI0 MI leK inausines, Inc. Mon Jun zb 11:u4:u9 zu17 rage l ID:SY 20?bsPVreOxQ2Ta8 nxzWn5K-GJHzV?FIOTLNK1XX2ofLYXP3LUyDptov89iP 4z2RsK I 3-54 6-8 0 9 4 0 + 1240-0 I 15 2-12 19-0-0 , 20-0-0 , 3-5-4 3-2-12 2-8-0 2-8-0 3-2-12 39-4 10-0 40 = 30 = 40 = Scale = 1.32.4 4x4 = 3x8 = 4x5 = 3x8 = 40 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.71 BC 0.81 WB 0.27 Matrix -M) REACTIONS. (Ib/size) 1=1386/0-7-8 (min 0-1-10),7=1452/0-7-8 (min. 0-1-11) Max Horz 1=-73(LC 6) Max Upliftl=-290(LC 8), 7=-322(LC 8) DEFL. in(loc) I/deft Ud PLATES GRIP Vert(LL) -0.10 9-11 >999 240 MT20 244/190 Vert(TL) -0.26 9-11 >878 180 HOrz(rL) 0.08 7 n/a n/a Weight: 94 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-04 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2542/563,2-3=-2399/541, 3-18=2148/507,18-19=2148/507,4-19=2148/507, 4-20=2172/512, 5-20=2172/512, 5-6=2430/547, 6-7=2613/581 BOT CHORD 1-11=X39/2198, 10-11=-436/2270,10-21=-436/2270,9-21=-43612270,7-9=460/2281 WEBS 3-11=93/692, 4-11=-256/98, 5-9=99/717 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=290, 7=322. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 Ib down and 175 Ib up at 6-8-0, 104 Ib down and 88 Ib up at 8-8-12, and 104 Ib down and 88 Ib up at 9-114, and 198 Ib down and 175 Ib up at 12-0-0 on top chord, and 344 Ib down and 79 Ib up at 6-8-0, 66 Ib down at 8-8-12, and 66 Ib down at 9-114, and 344 Ib down and 79 Ib up at 11-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60,5-8=-60,12-15=20 Concentrated Loads (lb) Vert: 3=147(F) 5=-147(F) 10=-41(F) 11=344(F) 9=-344(F) 19=-97(F) 20=97(F) 21=41(F) Job Truss Truss Type Qty Ply Park Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT Cil JACK 9 1 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Job Reference (optional) Myo-Fronoa Lumber, Bartow, FL., Bm Maxwell /.b4u s Nov iu zuio MI I eK In0usines, Inc. Mon Jun zb 11.u4:1u zul / rage i ID:SY 2o9bsPVreOxQ2Ta8 m¢WnSK-kV4rLILFLnnTEyr6lcWAa4kyO6uU1YOJ3Np$yWWz2RsJ 1-0-0 + 1.0-0 1-0-0 1-00 LOADING(psf) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (Ib/size) 3=12/Mechanrcal, 2=124/0-7-8 (min. 0-1-8).4=3/Mechanical Max Horz 2=35(LC 12) Max Uplift3=-4(LC 9), 2=51(LC 12) Max Grav3=13(LC 17), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. 20 = Seale = 1:6.5 DEFL. in (loc) I/deft Ud PLATES GRIP Verl(LL) -0.00 7 >999 240 MT20 244/190 Vert(rL) -0.00 7 >999 180 Horz(Q -0.00 2 n/a n/a Weight 5 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceding directly applied or 104)-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind. ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=15ft, B=45ft, L=2411; eave=4ft, Cat. II; Exp B, Encl., GCpr=0.18; MWFRS (directional) and C -C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Park Sq Hm/Margate 11-1966B/Bonus/Tray P1966B-BRT CJ1A JACK 8 1 1.25 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Job Reference (optional) Mio-monoa Lumoer, , tianow, I -L., enl Maxwell 7.540 S NOV 10 2015 MiTek Industries, Inc. Mon Jun 25 11:04 10 2017 Page 1 ID SY 20?bsPVreOxo2Ta8 nxzWn5K-kWrLjLFLnnTEyr6lcWAa4kyO6uU2YOJ3NpSyWWz2RsJ i 1-0-0 1-0-0 1-0-0 30 = Scale - 1 7.5 LOADING(psq SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix -M) Weight: 6 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=12/Mechanical, 2=130/0-3-8 (min. 0-1-8),4=2/Mechanical Max Horz 2=42(LC 12) Max Uplift3=-5(LC 9), 2=-68(LC 12), 4=2(1_C 1) Max Grav3=12(LC 17), 2=130(LC 1), 4=14(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. 6) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-19668/Bonus/Tray P1966B-BRT CJ2 JACK 4 1 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 Job Reference (optional) Mid-Flonda Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:10 2017 Page 1 ID:SY 20?bsPVreoxO2Ta8 nxzWn5K-k%*L/LFLnnTEyr6jcWAa4kyO6uUIYOJ3NpSywwz2RsJ 1-0-0 1-0-0 1.0.0 1-0.0 3x4 = Scale - 1:7.3 LOADING(psq 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 YES Code FBC2014rrP12007 CSI. TC 0.07 BC 0.03 WB 0.00 Matrix -M) DEFL. in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) 0.00 loc) Well Ud 7 >999 240 4 >999 180 3 We n/a PLATES GRIP MT20 244/190 Weight, 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or W-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=9/Mechanical, 2=130/0-7-8 (min. 0-1-8) Max Horz2=40(LC 12) Max Uplift3=-12(LC 9), 2=56(1_C 12) Max Grav3=22(LC 10), 2=130(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=oft; Cat. II, Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C -C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job TNss Truss Type aty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT CJ3 JACK 9 1 Lumber DOL 1.25 SC 0.06 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) Mid-Flonde Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:10 2017 Page 1 ID-SY 2o7bsPVreOxO2Ta8 nxzWn5K-kWrL/LFLnnTEygcWAa4kyO uUFYOJ3NpSyWWz2RsJ 1-0-0 3-0-0 Scale = 1:11.2 2x4 = LOADING (psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1,25 TC 008 TCDL 10.0 Lumber DOL 1.25 SC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code F8C2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=65/Mechanical, 2=201/0-7-8 (min. 0-1-8), 4=29/Mechanical Max Horz2=62(LC 12) Max Uplift3=-26(LC 12), 2=-50(LC 12) Max Grav3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 2441190 Vert(rL) -0.01 4-7 >999 180 HOiz(TL) 0.00 2 n/a n/a Weight 11 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-114 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 12:0-2-5,0-1-81 Truss Type Ory Pl71-1, rk Sq Hm/Margate II-19666/Bonus/TrayTruss P1966B-BRT CJ3A JACK 8 SPACING- 2-0-0 CSI. DEFL. in IOC) I/deft Reference (optional) MiU-riUnUa LUMUer , oanvw, ri.., oil; mdxwC11 1.04V 9 IVGV IV ZUI0 MI I eK mOusines, Inc. Mon Jun zb 11:u4 l l zul7 Page 1 ID SY_2o?bsPVreOxO2Ta8_nxzWn5K-CiPkwhGzY5c5Z?hvADlpdyVZXlolHgZCcTBV3yz2Rsl 1-0-0 3-0-0 1 0 0 I 3-0-0 2x6 II 3-0-0 3-0-0 Scale - 1:12.2 Plate Offsets (X,Y)- 12:0-2-5,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in IOC) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 5-8 999 180 BCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight. 13 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-5-1 REACTIONS. (Ib/size) 4=66/Mechanical, 2=195/0-3-8 (min. 0-1-8), 5=32/Mechanical Max Horz2=76(LC 12) Max Uplift4=-34(LC 12), 2=-67(LC 12) Max Grav4=66(LC 1), 2=195(LC 1), 5=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required doss bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.OpsF h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-114 zone;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/TrayTruss P1966B-BRT CJ3B JACK 1 1 DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Job Reference (optional) Mrd-Flonda Lumber, Barlow. FL.. Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:11 2017 Page 1 ID-SY 20?bsPVreOx02Ta8 nxzWn5K-CiPkwhGzY5c5Z?hvADipdyVZZlo7HgZCcTBV3yz2Rsl 30 = Scale = 1:11.2 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind ASCE 7-10; Vutt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf. h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 3.6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -M) Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-8-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=104/0-7-8 (min. 0-1-8), 2=70/Mechanical, 3=35/Mechanical Max Horz 1=36(LC 12) Max Uphft1=-0(LC 12), 2=29(LC 12) Max Grav1=104(LC 1), 2=70(LC 1), 3=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind ASCE 7-10; Vutt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf. h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT CJ4 JACK 4 1 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Job Reference (optional) Mid-Flonde Lumber, Barlow, FL., BIII Maxwell 7.540 s Nov 10 2015 Mi7ek Industries, Inc. Mon Jun 26 11.04:11 2017 Page 1 ID:SY_2o?bsPVreOx02Ta8 maWn5K-CiPkwhGzY5c5Z?hvADipdyVZllopHgZCcTBV3yz2Rsl 1-0-0 3-0-0 1 0-0 3-0.0 Scale: 1-=1' 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -M) Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceding directly applied or 1040-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=74/Mechanical, 2=188/0-7-8 (min. 0-1-8), 4=34/Mechanical Max Horz2=78(LC 12) Max Uplift3=-47(LC 12), 2=-58(LC 12) Max Grav3=86(LC 17), 2=188(LC 1), 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft, Cat II; Exp B, Part Encl., GCpi=0.55; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type O]ty TCLL Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT CJ5 JACK 7 1PIyrkC1 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress Incr Reference (optional) Mid -Florida Lumber, Barlow. FL., Bill Maxwell ID SY 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11,04:112017 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 10.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matnx-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=111/Mechanical, 2=298/0-7-8 (min. 0-1-8),4=46/Mechanical Max Horz2=90(LC 12) Max Up1ift3=-47(LC 12), 2=-60(LC 12) Max Grav3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:15.8 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(rL) -0.04 4-7 >999 180 Horz(Q 0.00 2 n/a n/a Weight. 18 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus ray P1966B-BRT CJ5A JACK 8 1 BCLL 00 Rep Stress Incr YES BCDL 10.0 Job Reference (optional) Mio-monda LUMDer. , lianOw, FL., tlill Maxwell 7.640 s Nov 10 2015 MITek Industries, Inc. Mon Jun 25 11:04:12 2017 Page 1 ID SY 2o?bsPVreOx02Ta8_nxzWnSK-huz681HbJOkyB9G6laD2A91hlh5ROHoMg7x3bPz2RsH 1-0-0 5-0-0 1-0-0 5-0-0 LOADING(psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 SLIDER Left 20 SP N0.3 1-5-2 3x5 = 5.0-0 CSI. DEFL. in loc) I/deb Ud TC 0.30 Vert(LL) 0.04 5-8 999 240 BC 0.27 Vert(TL) 0.07 5-8 865 180 WB 0.00 Horz(TL) 0.01 2 n/a n/a Matrix -M) REACTIONS. (Ib/size) 4=123/Mechanical, 2=269/0-3-8 (min. 0-1-8),5=61/Mechanical Max Horz2=91(LC 12) Max Uplift4=-50(LC 12), 2=-55(LC 12) Max Grav4=123(LC 1), 2=269(LC 1), 5=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.8 PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18: MWF RS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. 6) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty DEFL. in Vert(LL) 0.03 Vert(TL) -0.06 Horz(TL) 0.01 Park Sq Hm/Margate II-1966B/Bonusrrray P1966B-BRT CJ5B JACK 1 Ay 1 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 20 SP No.2 Job Reference (optional) Myo-rlonoa Lumoer. . Bartow, rL., nnr Maxwell 7.640 S NOV 10 2015 miiek inausines, Inc. Mon Jun 26 11:04:12 2017 Page 1 ID:SY 20?bsPVreOx02Ta8 nxzWn$K-huz681HbJOkyB9G6kxD2A91huh6fOHoMg7x3bPz2RsH 4-8-0 4-8.0 3x4 = 5 -o -o Scale = 1:15.8 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 YES Code FBC2014/TPI2007 CSI. TC 0.30 SC 0.25 WB 0.00 Matnx-M) DEFL. in Vert(LL) 0.03 Vert(TL) -0.06 Horz(TL) 0.01 loc) I/deft Ud 3-6 >999 240 3-6 >908 180 1 n/a n/a PLATES GRIP MT20 244/190 Weight, 15 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=184/0-7-8 (min. 0-1-8), 2=124/Mechanical, 3=60/Mechanical Max Horz1=64(LC 12) Max Upliftl =-1 2(LC 12), 2=-51 (LC 12) Max Grav1=184(LC 1), 2=124(LC 1), 3=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=24R; eave=oft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type ally Ply Park Sq Hm/Margate II-19668/Bonus/Tray P1966B-BRT D1 COMMON 3 1 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 Job Reference (optional) MIO-FlonOa Lumber, Bartow, FL., Bill Maxwell 7.540 5 Nov 10 2015 MITek Industries, Inc. Mon Jun 26 11:04:13 2017 Page 1 ID:SY 2o?bsPVreOxQ2Ta8_nxzWnSK-95WULNID4isppJglHekHiNasMSKWIi3V3ngc7rz2RsG 4-9-9 I 9-5-10 14-1-11 ) 18-11-4 140-0 4-9-9 448-1 4-8-1 4-9-9 Scale = 1:32.4 4x4 = 3x7 11 5x8 = 3x7 11 LOADING(W SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 10.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2014frP12007 (Matrix -M) DEFL. in Vert(LL) -0.10 Vert(TL) -0.27 Horz(rL) 0.03 loc) I/deft Ud PLATES GRIP 9-12 >999 240 MT20 244/190 9-12 >844 180 8 n/a n/a Weight: 89 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4.15 oC purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing beSLIDERLeft2x4SPNo.3 1-6-0, Right 2x4 SP No.3 1-6-0 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=744/0-3-8 (min. 0-1-8), 2=817/0-3-8 (min. 0-1-8) Max Horz2=99(LC 11) Max Uplift8=-176(LC 12), 2=227(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=773/41, 3-18=1143/378, 4-18=1063/391, 4-19=-887/297, 5-19=821/308, 5-20=821/319, 6-20=-887/308, 6-21=1070/407, 7-21=1150/395, 7-8=-821/117 BOT CHORD 2-9=296/986,8-9=296/995 WEBS 5-9=114/502,6-9=320/187,4-9=310/183 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=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-5-10, Exterior(2) 9-5-10 to 12-5-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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 Ib uplift at joint(s) except (jt=1b) 8=176, 2=227. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job - Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonusrrray P19666-13RT D2 HIP 2 1 Structural wood sheathing directly applied or 54-12 oc purbns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Job Reference (optional) MIO-monca LUmDer, , lfanow, FL., viii Maxwen 7.54U S NOV 70 ZU15 MI I eK Inausines, Inc. Mon Jun Z5 11:04:13 Z017 ID:SY Scale = 1.32.6 40 = 40 = 3x7 11 5x5 = 30 = 3x7 11 LOADING(psq SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 CSI. TC 0.25 BC 0.61 WB 0.17 Matrix -M) DEFL. Vert(LL) Vert(TL) HOrz(rL) in (loc) I/dell Ud 0.10 10-18 >999 240 0.26 10-18 >853 180 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 54-12 oc purbns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing beSLIDERLeft2x4SPNo.3 1-6-0, Right 20 SP No.3 1-6-0 installed during truss erecbon, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=744/0-3-8 (min. 0-1-8), 8=817/0-3-8 (min. 0-1-8) Max Hors 1=-95(LC 10) Max Upliftl=-176(LC 12), 8=227(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=797/111, 2-20=-1157/421, 3-20=1083/432, 3-21=913/334, 4-21=-903/351, 4-5=755/344, 5-22=-892/336, 6-22=902/319, 6-23=1073/428, 7-23=1148/417, 7-8=783/60 BOT CHORD 1-11=299/1003, 10-111=114V755,8-10=-3115/992 WEBS 3-11=307/201, 5-10=-67/255, 6-10=304/197 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft: L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to M-0, Exterior(2) 9-0-0 to 9-114, Intenor(1) 14-2-3 to 19-114 zone,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=176, 8=227. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Ply Park Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT D3 HIP 1F Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) colo -Fiona Lumoer. , tsanow, FL., Vill Maxwell /.b4u s Nov lu zulJ MI1ex Inousines, Inc. Mon Jun zb 11:04:14 zu17 wage 1 ID SY 20?bsPVreOx02Ta8 nxzWnSK-dH4sYIJrrO—gOTPUrMFWFa6vYVeyU8je100AfHz2RsF 3.6-127 0 0 11-11-4 15-4-8 18-11-4 19 11 4 3-612 3-54 4-11-4 3 54 3-6-12 10-0 4x5 = 22 23 4x8 = Scale = 1:32.4 4x5 = 4x6 II 3x8 = 30 = 06 II LOADING(pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 20 SP N0.2 'Except' T2: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0, Right 2x4 SP No.3 1.6-0 MINIM] ft'MEE] CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.81 Vert(LL) -0.1010.12 999 240 MT20 244/190 BC 0.84 Vert(TL) -0.26 10-12 >860 180 WB 0.23 Horz(rL) 0.09 8 n/a n/a Matrix -M) Weight: 96 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1486/0-3-8 (min. 0-1-12),8=155810-3-8 (min. 0-1-13) Max Horz 1=-76(LC 6) Max Upliftl=-317(LC 8), 8=-368(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=879/152, 2-3=2570/572, 3-4=-2538/554, 4-21=2277/526, 21-22=-2277/526, 22-23=-2277/526, 5-23=2277/526, 5.6=-2530/552, 6-7=2555/564, 7-8=788/93 BOT CHORD 1-12=429/2204, 11-12=380/2270,11-24=-380/2270,10-24=-380/2270, 8-10=-420/2188 WEBS 3-12=225/299, 4-12=-3/603, 5-10=0/597, 6-10=215/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=317, 8=368. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 Ib down and 189 Ib up at 7-0-0, 136 Ib down and 94 Ib up at 94)-12, and 136 Ib down and 94 lb up at 9-10-8, and 240 Ib down and 189 lb up at 11-11-4 on top chord, and 368 Ib down and 67 Ib up at 7-0-0, 85 Ib down at 9-0-12, and 85 Ib down at 9-10-8, and 368 Ib down and 67 Ib up at 11-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1A=-60, 4-5=-60, 5-9=-00, 13-17=20 Continued on page 2 Job Truss Truss Type aty Ply Park Sq Hm/Margate II-1966B/BonuslTray P1966B-BRT D3 HIP 2 1 Job Reference o Tonal Mia-monoa wmoer. , wanow, rL., dill Maxwell 1.04v s NOV ry wu Mi i ex inousrne5, mc. mon dun w i i:va. is cv i i rage z ID:SY 2o?bsPVreOxO2Ta8 nxzWn5K-dH4sYiJn9_9OTPUrMFWFa6vYVeyUBjelOOAfHz2RsF LOAD CASE(S) Standard Concentrated Loads (lb) Vert 4=188(F) 5=-188(F) 11=-68(F) 12=368(F) 10=368(F) 22=-118(F) 23=-118(F) 24=-68(F) Job Truss Truss Type Oty Ply.Park Sq Hm/Margate II-1966B/BonuslTray P19666-BRT E1 SPECIAL 2 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2 'Except' Job Reference (optional) Mid-FlonOa Lumber, Bartow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04 14 2017 Page 1 ID SY_2o?bsPVreOx02Ta8_nxzWn5K-dH4sYJrrO_gOTPUrMFWFa6u_VITUSheIOOAfHz2RSF 30 = Scale = 1:42.3 1.50 II 4 5 1.50 II 3x8 = 2x6 II LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frPI2007 CSI. TC 0.84 BC 0.42 WB 0.23 Matrix -M) DEFL. in Vert(LL) -0.01 Vert(TL) -0.02 Horz(Q -0.00 loc) I/defl Ud 9-10 >999 240 9-10 >999 180 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 95 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2 'Except' end verticals. B2, 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 11= 100/Mechanical, 9=1217/0.6-12 (min. 0-1-8) Max Horz11=82(LC 11) Max Uplift11=107(LC 22), 9=249(LC 12) Max Grav11=255(LC 21), 9=1217(LC 1) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16=272/577,4-16=-263/611, 4-5=1011357,5-17=296/685,17-18=309/572, 6-18=318/556 BOT CHORD 8-9=1182/530, 5-8=-880/444, 6-8=-512/381 WEBS 3-10=107/305,3-8=525/335 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; VUR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 7-6-0, Exterior(2) 7-" to 10-6-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=1b) 11=107, 9=249. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT E2 SPECIAL 1 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(rL) -0 14 10-11 >704 180 Job Reference (optional) M -nVnua wmuc, , 001t , rL., om mdx M i.ovu s rvov 1u zuia mi i eK mausmes, m6. Mon Jun Zti 71:04 1D Z017 rage i ID-SY 2o7bsPVreOx02Ta8 nxzWn5K-STeEm2JUcJ6X2d_gP3minof7Lv5XDYyoX49jCjz2RsE 7-0-0 8-0-0 , 15-0-0 16-0-0 1 0 0 7-0-0 1 1 0 0 7-0.0 I 5x5 = 4x5 11 2x4 II 3x4 = 30 = Scale = 1 39.4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.06 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(rL) -0 14 10-11 >704 180 BCLL 0.0 Rep Stress Incr YES WB 042 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight: 98 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. B2. 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except - WEBS 2x4 SP No.3 6-0-0 oc bracing 8-9. WEDGE Right, 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=385/Mechanical, 9=53610-6-12 (min. 0-1-8), 7=396/0-3-8 (min. 0-1-8) Max Horz 11=168(LC 10) Max Uplift11=102(LC 12), 9=93(LC 12), 7=192(1-C 12) Max Grav 11 =391 (LC 21), 9=536(LC 1), 7=396(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=328/263 BOT CHORD 8-9=288/188 WEBS 3-10=0/275, 3-9=-438/141 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3 Opsf, h=15ft, 8=45ft; L=24ft; eave=4ft, Cat. Il; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Extenor(2) 7-0-0 to 8-0-0, Interior(1) 11-0-0 to 16-0-0 zone; cantilever right exposed, end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9 except Qt=lb) 11=102, 7=192. 8) "Semi-ngid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B[BonuslTray P196613-13RT E3 HIP 1 1 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Job Reference (optional) mlo-monoa Lumcer, , tsanow, FL., tsm Maxwell (b4U s PJov 7u Zul* Mi r eK rnoumne3, rnc. mon dun z* -; -e.u4 10 zui / rage i ID:SY 20?bsPVreOxO2Ta8 nxzWnSK-ZgCczOK6NdEOgmZtznH K?CDZJMTy2WxlkvGkAz2RsD 1 0 0 1-3 8 54)-0 10-0-0 15-0-0_ 34-8 l 5-0-0 5-0-0 3 48 = 20 22 4x4 = Scale = 1:27.1 40 = 1x4 11 1x4 11 3x4 = 1x4 11 ` x" LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014rrPI2007 10-0-0 CSI. DEFL. in (loc) I/deft Ud TC 0.90 Vert(LL) 0.1210-11 999 240 BC 0.71 Vert(TL) 0.2810-11 584 180 WB 0.21 Horz(TL) 0.03 9 n/a n/a Matrix -M) TOP CHORD 2-3=1544/586, 3-4=-1574/639, 4-19=1078/478, 19-20=1078/478, 20-21=1078/478, 21-22=-1078/478, 5-22=1078/478, 5-6=-1284/524, 6-7=1076/408 PLATES GRIP MT20 244/190 Weight: 67 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins T2 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. BOT CHORD 2x4 SP DSS MiTek recommends that Stabilizers and required cross bracing be WEBS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=949/0-3-8 (min. 0-1-8), 9=1147/0.3-8 (min. 0-1-8) Max Horz 2=-58(LC 6) Max Uplift2=-384(LC 8), 9=-463(LC 8) Max Grav2=975(LC 29), 9=1151(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - A11 forces 250 (lb) or less except when shown. TOP CHORD 2-3=1544/586, 3-4=-1574/639, 4-19=1078/478, 19-20=1078/478, 20-21=1078/478, 21-22=-1078/478, 5-22=1078/478, 5-6=-1284/524, 6-7=1076/408 BOT CHORD 2-12=503/1391, 11-12=503/11391,111-23=505/11409, 23-24=-505/1409,10-24=-505/1409, 9-10=-386/1065,7-9=386/1065 WEBS 4-11=39/420, 4-10=384/147, 5-10=0/301, 6-9=573/266 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft: L=24fl, eave=oft, Cat. II; Exp B; Part Encl., GCpi=0.55, MWFRS (directional); cantilever right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideAnil fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=384, 9=463. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 Ib down and 277 Ib up at 540-0, 132 lb down and 114 Ib up at 7-0-12, and 132 Ib down and 114 Ib up at 7-114, and 310 Ib down and 277 Ib up at 10-0.0 on top chord, and 138 lb down and 52 lb up at 5-M, 53 Ib down and 17 Ib up at 7-0-12, and 53 Ib down and 17 Ib up at 7-114, and 138 Ib down and 52 Ib up at 9-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 4-5=-60, 5-8=40,13-116=20 Continued on page 2 Job „ Truss Truss Type Oty Ply Park Sq Hm/Margate II-19668/Bonus/Tray P1966B-BRT E3 HIP 1 1 Job Reference (optional) MIO-mon0a LUmoer, , nanow, rL., tim maxwen /.b4u s Nov lu zulb MI I eK rnouSlnes, rnC. Mon Jun Zb l l 04:lb Zoll rage Z ID:SY 20?bsPVreOxO2Ta8 nxzWn5K-ZgCczOK6NdEOgmZtznH K?CDZJMTy2WAkvGkAz2RsD LOAD CASE(S) Standard Concentrated Loads (Ib) Vert. 4=172(F) 5=-172(F) 11=-105(F) 10=105(F) 20=70(F) 21=-70(F) 23=-41(F) 24=41(F) Job Truss Truss Type otyPly Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT F1 ROOF TRUSS 8 1 Job Reference (optional) Mw-nonoa wmoer , Danow, rL., Dm Maxwell 0-1-8 H 1 11-3-0 i.oav s nov iv zvio Mi ieK mousmes, mc. Mon jun zo rr:uano zv1 t rage i ID:SY 2o9bsPVreOx02Ta8 nxzWnSK-ZgCczOK6NdEOgmZtznH K7CH JKgyxoxlkvGkAz2RsD Scale = 1.30.3 4x4 = 1x3 = 1x3 = 3x5 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 30 = 4x6 = 1.50 II 4x5 = 3x5 = 3x3 = 1x3 II 3x3 = 3x3 = 3x4 = 4x5 = 3x3 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.27 13-14 >811 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.42 13-14 >514 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(rL) 0.07 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 96 Ib FT = 20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins,. except BOT CHORD 20 SP No. 1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 19=1000/0-7-8 (min. 0-1-8), 10=1000/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 19-20=-994/0, 20-21=-994/0, 1-21=-9 9410, 9-10=-994/0, 1-2=967/0, 2-3=2474/0, 3-4=3376/0,4-5=3724/0,5-6=3724/0, 6-7=-3398/0,7-8=-2503/0,8-9=-1010/0 BOT CHORD 17-18=0/1869, 16-17=0/3048, 15-16=0/3724, 14-15=0/3724, 13-14=0/3681, 12-13=0/3076, 11-12=0/1907 WEBS 9-11=0/1345,1-18=0/1315, 8-11=1247/0,2-18=1254/0,8-12=0/829,2-17=0/841. 7-12=797/0, 3-17=799/0, 7-13=0/448, 3-16=0/527, 6-13=394/0, 4-16=652/0, 6-14=246/424 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Paris Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT F2 GABLE 1 1 Job Reference (optional) m1u-reunua wmOG1 , oanuw, r4, ow mO wp 0x8 IV cu 10 mi 1 ex Inauslnes, mc. mon dun co i i:w i 1 cui 1 rage i ID:SY 2o9bsPVreOxQ2Ta8 nxzWnSK-lsm9BkLk8xMEHw83VWoDIDkb isehYXS_OegGcz2RsC Scale a 1:30.5 3x3 II 2 3 4 5 6 7 lT1 9 10 11 12 13 14 15 1-1-1-1-1-1-1--1-1-1-1-1-1-- fFFFI:F?yr<+fc:c..w.:......f.v...::....:....w....:......'.Lw.G.c.w:wM....r....w..w.......w..c.:w.c:.V....-..c......:... . . . 4. 1. fFF..Jrr ..7 ,F. Ff.... :.amu. ... <..N:r:i.i:::'C::: :. i:., ... .. r.F:r F rr I 29 28 27 26 25 24 23 22 21 20 119 18 17 1 8.9-12 9-9-0 1 4-0 l 2-0 0 4-0 0 I s4 0 6-0 0 7-108 8 -Aro 95-4, ta10 + 12.2 8 I 13 i 8 I 14-10 8 16 z 17 t8 10-0 1-0 1-2 0- J1 0.7 1-1 1.4-0 1..0 1!. -0 14-0 1-0 1-0 0-9-12 0-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (los) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) nla nla 888 MT20 244H90 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na nla 988 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 16 nla n/a BCDL 5.0 Code FBC2014lrP12007 (Matnx) Weight: 83 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6 0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 18-10.8. Ib) - Max Grav All reactions 250 Ib or less at joint(s) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTE 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be tiny sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 100-0 oc and fastened to each truss with 3-1 Od (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASES) Standard t. 30, 16, 23, 17, 18, 19, 20, 21, 22, 29, 28, 27, 26, 25, 24 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTE 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be tiny sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 100-0 oc and fastened to each truss with 3-1 Od (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASES) Standard t. Job Truss Truss Type Qty Ply Park Sq Hm/Margate II-1966BIBonus/Tray P1966B-BRT F3 ROOF TRUSS 4 1 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 12 11 10 9 8 a..e — a,.z — 1,'% a a„a — a„A — Lumber DOL 1.00 Job Reference (optional) mro-monoa urmDer, , Marlow, PL.. Vill Maxwell 0-1-8 H 1-3-0 il 1x3 = 1x3 = 1 30 = b4V s NOV 1U ZUID MI IeK mauslnes, Inc. Mon Jun zb 11:04:1 / zal / rage 1 ID:SY 2o7bsPVreOxQ2Ta8_nxzWnSK-Ism7BkLk8xMEHw83WUoDIDkUZrg6hTY5 OegGcz2RsC 3x3 = 1 x3 11 2 3 43x3 = 3x3 = 5 oliTs bcae'. 1:18.6 30 = 610 = 1x3 II 4- 6-1-0 3x3 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP L Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 12 11 10 9 8 a..e — a,.z — 1,'% a a„a — a„A — Lumber DOL 1.00 1x3 II 4- 6-1-0 3x3 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.14 9-10 >933 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(rL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 60 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(ftat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wt: 2x4 SP No.2(8at) REACTIONS. (Ib/size) 13=613/0-7-8 (min. 0-1-8), 7=607/0-3-8 (min. 0-1-8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-598/0, 14-15=-598/0, 1-15=-598/0, 7-16=-000/0, 6-16=-600/0, 1-2=531/0, 2-3=1368/0, 3-4=1368/0, 4-5=1257/0, 5.6=-576/0 BOT CHORD 11-12=0/1047.10.11=0/1368.9-10=0/1368.8-9=0/1079 WEBS 6-8=0R40,1-12=0622, 5-8=700/0, 2-12=-717/0, 5-9=0/287, 2-11=0/555, 4-9=284/0 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss TypeQh Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT F71 SPECIAL 1 Job Reference (optional) Mid-Flonda Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:18 2017 Page 1 ID:SY 20?bsPVreOxQ2Ta8 nxzWn5K-V2KNO4MMuEU5v4jF4BKSPOHYj621QrYED2ONp2z2RsB 3-8-8 I 6 11-8 9-7-2 + 12-2-12 15-5-12 + 19-2-4 3-8-8 3-3-0 2-7-10 2-7-10 3-3-0 3-8-8 Scale - 1:31.3 4x8 = 1x4 II 4x10 = 1x4 II 3x5 = 08 = 3x5 II 2 3 16 4 17 5 6 7 188 5x8 = [xs n axiu = zxa II 010 = zx4 II 5x8 = 18-84 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deal Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -009 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.15 13-14 >957 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 HOrz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix -M) Weight, 213 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W4 2x8 SP No.2 REACTIONS. (Ib/size) 9=943/0-3-8 (min 0-1-8), 11=4227/0-6-0 (min. 0-2-8),15=1792/0-6-12 (min. 0-1-8) Max Uplift9=-146(LC 5), 11=-603(LC 5),15=268(1_C 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=595/101, 1-2=-552/83, 2-3=3922/585, 3-16=3599/530, 4-16=3599/530, 4-17=418/2830, 5-17=418/2830, 5-0=-358/2453, 6-7=358/2453, 7-18=302/47, 8-18=302/47, 8-9=541/93 BOT CHORD 14-15=-606/4054,13-14=-606/4054,12-13=-137/926,11-12=-137/926, 10-11=-69/319, 9-10=-69/319 WEBS 3-13=1073/182, 4-13=425/2890,4-12=359/64, 4-11=4060/600, 5-11=-1254/208, 7-10=402/87, 7-11=-2871/416, 2-15=3638/543 NOTES - 1) 2-plytruss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except i1 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10; VUIt=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=1511, B=45ft; L=24ft, eave=oft; Cat. II; Exp B, End , GCpi=0.18, MWF RS (directional); cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 Ib uplift at joint 9, 603 Ib uplift at joint 11 and 268 Ib uplift at joint 15. 9) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 19-2-4 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 Ib down and 36 Ib up at 18-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job Truss Truss Type City Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT M SPECIAL 1 Job Reference (optional) Mio-FlonOa Umber, eanow, FL., aw Maxwen 7.640 S NOV l0 Z015 Mi I eK Inoustnes, Inc. Mon Jun Z6 11'04:16 ZU17 wage Z ID.SY 2o9bsPVreOx02Ta8_nxzWnSK-V2KN04MMuEU5v4jF4BKSPOHYf6210rYED2ONp2z2RsB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-18=353,8-18=229,9-15=-10 Concentrated Loads (lb) Vert: 9=250(B) Job rives ss Type oty Py Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT FT2 ECIALTS 1 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(rL) -0.09 Job Reference (optional) Mid -Fiona t.umoer, , rsanow, FL., am maxwen 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04 19 2017 Page 1 ID:SY 20?bsPVreOxO2Ta8 nxzWnSK-zFulcOM fYcyXEISevrhyegpkWTC9GnORi7wLVz2RsA 2 0 14 4 0 0 6 1$ 8-3-0 10-44 126-0 14-5 2 $ 1 2 0 14 1-11-2 2-1$ 2-1$ 2-1$ 2-1$ 1-11-2 2% 6 Scale = 1:27.3 30 = 1x4 II 5x12 = 1x4 II 3x8 = 1x4 II 5x12 = 1x4 II 30 = 1 19 2 3 4 20 21 5 22 6 7 8 23 9 2x4 11 3x12 = 2x4 11 5x12 = 2x4 11 - 2x4 11 v^ 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.05 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(rL) -0.09 14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(rL) -0.00 16 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix -M) Weight 278 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 20 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W3, 2x4 SP No 2 REACTIONS. All bearings 0-3$ except Qt --length) 12=0-3-9 (input: 0-3-8), 18=Mechanical, 10=0$-12. Ib) - Max Uplift All uplift 100 Ib or less at lomt(s) 10 except 18=473(LC 13).12=1656([.0 5), 16=-1483(LC 4) Max Grav All reactions 250 Ib or less at joint(s) 18 except 10=723(LC 2), 12=10514(LC 2), 16=9656(LC 2) FORCES. (lb) - Max. Comp /lax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=113/659, 1-19=-277/1702, 2-19=-277/1702, 2-3=277/1702, 3-4=-3249/513, 4-20=3249/513, 20-21=3249/513, 5-21=3249/513, 5-22=-2760/443, 6-22=-2760/443, 6-7=2760/443, 7-8=-192/1105, 8-23=192/1105, 9-23=192/1105 BOT CHORD 17-25=4664/731, 16 -25=4664f731,16 -26=4664f731,15 -26=4664f731, 15-27=-1135/7157, 27-28=1135/7157, 14-28=1135/7157, 14-29=1135/7157, 29-30=1135/7157, 13-30=1135/7157, 13-31=-4580/720, 12-31=4580/720, 12-32=-4580/720, 11-32=-4580/720 WEBS 7-12=6568/1083, 3-16=5750/919, 4-15=1887/290, 5-14=-278/2102, 6-13=-1140/191, 2-17=-449f72,8-1 1=1 179/195, 1-17=1917/314, 3-17=513/3367, 9-11=1375/231, 3-15=1365/8681, 7-11=595/3881, 7-13=1275/8052, 5-15=4286/686, 5-13=4823/763 NOTES - 1) 3 -ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind, ASCE 7-10, VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10 except Qt=1b) 18=473 12=1656.16=1483. 11) Girder carries tie-in span(s): 18-114 from 6-9-0 to 16-6-0; 24-0 at 0-3-0 to 6-8-0 at 6-9-0. 12) "Semi-ri id itchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued or p ge 2 Job Truss Truss Type oty Park Sq Hm/Margate II-1966BIBonus/Tray P1966B-BRT FT2 SPECIAL 1 P'y Job Reference (optional) Mid-Flonda Lumber, Bartow, FL., 5111 Maxwell /.b4u s Nov lu "l* MI I eK inOuslnes, Inc. mvn Jun zo 71:u4:iv Lul ( rage L ID SY 20?bsPVreOxO2Ta6 nxzWn5K-zFulcOM fYcyXEISevrhyegpkWfC9GnOR17wLVz2RsA NOTES - 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1486 Ib down and 215 Ib up at 6-9-12 on top chord, and 811 Ib down and 212 Ib up at 0-8-0, 990 Ib down at 1-10-12, 810 Ib down and 219 Ib up at 2-8-0, 990 Ib down at 3-10-12, 810 Ib down and 219 Ib up at 4-8-0, 990 Ib down at 5-10-12, 810 Ib down and 219 Ib up at 6-8-0, 990 Ib down at 7.10-12, 810 Ib down and 219 Ib up at 8-8-0, 990 Ib down at 9-10-12, 810 Ib down and 219 Ib up at 10-8-0, 990 Ib down at 11-10-12, 810 Ib down and 219 Ib up at 12-8-0, 990 Ib down at 13-10-12, and 810 Ib down and 219 Ib up at 14-8-0, and 993 Ib down at 15-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert 9-20=-682,10-18=-10 Concentrated Loads (lb) Vert. 12=810(F) 16=263(13) 15=263(13) 13=810(F) 17=-263(8) 11=-810(F) 20=1486 24=811(F) 25=810(F) 26=810(F) 27=810(F) 28=263(13) 29=810(F) 30=263(13) 31=-263(8) 32=-263(8) 33=-265(8) Trapezoidal Loads (plf) Vert: 1=225 -to -20=-344 Job „ Truss Truss Type Qty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT G1 MONO HIP 1 1 1.25 TC 0.29 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL., Bill Maxwell 7.640 S Nov 10 2015 Wait Industries, Inc. Mon Jun 26 11:04:19 2017 Page 1 ID:SY 2o9bsPVreOxO2Ta8 nxzWn5K-zFulcQM fYcyXEISevrhyequNWWG9R2ORi7wLVz2RsA 5.0-0 7-0-0 1-0-0 540-0 2-0.0 4x8 = 1.50 II 10 4 20 = 3x4 = Scale = 1:17.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matnx-M) Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 640-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=409/0-7-8 (min. 0-1-8), 5=377/Mechanical Max Horz2=91(LC 8) Max Uplift2=87(LC 8), 5=83(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=327/38 WEBS 3.6=0/250, 3-5=406/85 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft. L=24ft, eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 Ib down and 154 Ib up at 5-0-0 on top chord, and 83 Ib down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert 6=59(B) 3=-120(8) Job Truss Truss Type oty Py Park Sq Hm/Margate 11-1966B/Bonus/Tray P1966B-BRT J5 JACK 1 1 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Job Reference (optional) miu-munue Lumow , oanw, rL., om menwen i.b4u s rvov lu ZUID mi leK mousrnes, mc. mon Jun Z6 ll:u4:zu z017 Pagel ID:SY 2o9bsPVreOxO2Ta8 nxzWn5K-SRS7pmNcOskp8OteCcMwUrM3owsiuvnXgMtUbaZRs9 r 1-0-0 5.0-0 1-0-0 5-0-0 Scale - 1:15.8 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loC) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MrTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=111/Mechanical, 2=298/0-7-8 (min. 0-1-8), 4=46/Mechanical Max Horz2=90(LC 12) Max Uplift3=-47(LC 12), 2=-60(LC 12) Max Grav3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 8=45ft; L=24ft, eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-" to 4-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type City Ply Park Sq Hm/Margate II-1966B/Bonuslfray P1966B-BRT J6 JACK 4 1 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 Job Reference (optional) mio+ionaa LUmDer, , Callow, FL., 1!111 Maxwell 7.649 a Nov 10 2015 MITeK InCustnes, Inc. Mon Jun 25 111:04:20 2017 Page 1 ID:SY 2o?bsPVreOx02Ta8_nxzWnSK-SRS7pmNcOskpSOteCcMwUrMOHwpluvnXgMiUbm2Rs9 11-0-0 I 5-0-0 11-0-0 5.0-0 Scale = 1.16.6 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.08 4-7 >766 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing direly applied or 5-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erecbon, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=130/Mechanical, 2=264/0-7-8 (min. 0-1-8), 4=61MIechanical Max Horz2=117(LC 12) Max Uplift3=-83(LC 12), 2=-70(LC 12), 4=-2(LC 12) Max Grav3=150(LC 17), 2=264(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft, eave=oft; Cat. II; Exp B, Part. Encl., GCpi=0.55; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-114 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT J7 JACK 12 1 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr Job Reference (optional) mio-rronaa wmoer. , oenow, rL., om Mexwen 7.a4u S Nov iu zV7a mi 1 ex mausines, inc. Mon Jun z5 17:04:zu zoi 7 Page 1 ID:SY 2o?bsPVreOxO2Ta8 nxzWn5K-SRS7pmNeOskp8OteCcMwUrM_ewpvuvnXgMtUtxz2Rs9 1 0 0 7-041f1-0 0 I 7-0-0 Scale - 1.21.1 30 = LOADING(psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 10.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WS 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=157/Mechanical, 2=396/0-7-8 (min. 0-1-8), 4=61 /Mechanical Max Horz2=118(LC 12) Max Uplift3=-67(LC 12), 2=-72(LC 12) Max Grav3=157(LC 1), 2=396(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 4-7 >999 240 MT20 244/190 Vert(rL) -0.15 4-7 >530 180 Horz(rL) 0.01 2 n/a n/a Weight: 24 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erecbon, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-", Interior(1) 2-0-0 to 6-114 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT J7A JACK 8 1 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Ina Job Reference (optional) Mid-Flonda Lumber, Barlow, FL., Bill Maxwell 7.640 s Nov 10 2015 MITeK InduStnes, Inc. Mon Jun 26 11:04:21 2017 Page 1 ID:SY 2o?bsPVreOx02Ta8 nxzWn5K-wd?V160EB9sgmYSglKt913v7?K7odMlgvOclPNz2Rs8 F -1-0 0 740.0 1-0.0 740-0 3x5 = LOADING(psf) SPACING- 20 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 10.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.31-5-1 REACTIONS. (Ib/size) 4=178/Mechanical, 2=346/0-3-8 (min. 0-1-8), 5=88/Mechanical Max Horz2=119(LC 12) Max Uplift4=73(LC 12), 2=-60(LC 12) Max Grav4=178(LC 1), 2=346(LC 1), 5=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=331/40 Scale = 1:22.2 DEFL. in (loc)I/deft Ud PLATES GRIP Vert(LL) 0.13 5-8 >639 240 MT20 244/190 Vert(TL) -0.28 5-8 >291 180 Horz(rL) 0.05 4 n/a n/a Weight 26 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft, eave=oft, Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C -C Exierior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard Job Truss Truss Type City Ply Park Sq Hm/Margate 11-19666/Bonus/Tray P1966B-BRT RT SPECIAL 6 1 TC 0.53 Vert(LL) 0.15 7 >572 240 MT20 244/190 TCDL 10.0 Job Reference (optional) Mid-Flond6i Lumber, BBnow, FL., BIII Maxwell 3 7.640 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:212017 ID-SY 3x5 = Scale - 1:21.1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.15 7 >572 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.26 7 >316 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=168/Mechanical, 2=413/0-7-8 (min. 0-1-8).6=34/Mechanical Max Horz2=118(LC 12) Max Uplifts=-60(LC 12), 2=-77(LC 12) Max Grav5=168(LC 1), 2=413(LC 1), 6=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at loint(s) 5, 2. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type City Py Park Sq HITT/Margate 11-19668/Bonus/Tray P1966B-BRT KJ5 MONO TRUSS 1 1 TC 0.56 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Job Reference (optional) Mi0-HOn08 Lumber. 9anow, FL., Bill Maxwell 7.640 9 NOV 10 2015 MITek Inaust0es, In6. Mon Jun 26 11:04:21 2017 Page 1 ID:SY 2o7bsPVreOx02Ta8_nxzWnSK-wd9V16OEB9sgmYSglKt913v9cK9pdMlgvOclPNz2Rs8 1-5-0 7.0.14 1-5-0 + 7-0-14 2x6 = 1.15.4 NOTES - 1) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft: L=24ft; eave=oft; Cat. II: Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=119. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 Ib down and 103 Ib up at 1-6-12, 43 Ib down and 11 Ib up at 1.6-12, and 61 Ib down and 36 Ib up at 4-4-12, and 64 lb down and 41 Ib up at 44-12 on top chord, and 26 Ib down and 63 Ib up at 1-6-12, 6 Ib down and 2 Ib up at 1-6-12, and 18 Ib down at 44-12, and 18 Ib down at 44-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=33(F) 10=37(F=35, 8=2) 11=5(1`=O, 13=5) 7-0.14 LOADING(psf) SPACING- 240-0 CSI. DEFL. in poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(Tl) -0.15 4-7 >576 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 HOrz(rL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-10-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=153/Mechanical,2=367/0-11-6 (min. 0-1-8),4=61/Mechanical Max Horz 2=90(LC 8) Max Uplift3=58(LC 8), 2=119(LC 8) Max Grav3=153(LC 1), 2=382(LC 28), 4=103(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft: L=24ft; eave=oft; Cat. II: Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=119. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 Ib down and 103 Ib up at 1-6-12, 43 Ib down and 11 Ib up at 1.6-12, and 61 Ib down and 36 Ib up at 4-4-12, and 64 lb down and 41 Ib up at 44-12 on top chord, and 26 Ib down and 63 Ib up at 1-6-12, 6 Ib down and 2 Ib up at 1-6-12, and 18 Ib down at 44-12, and 18 Ib down at 44-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=33(F) 10=37(F=35, 8=2) 11=5(1`=O, 13=5) Job Truss Truss Type oly Ply Park Sq Hm/Margate II-1966B/8onusrrray P1966B-BRT KJ6 JACK 2 1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) mio-Fionaa LUmcer. , usnow, rL., not maxwen 7.640 s NOV 10 2015 MiTek industries, Inc. Mon Jun 26 11:04.22 2017 Page 1 ID:SY 2o9bsPVreOx02Ta8_nxzWn5K-OgZuERPtyT XOh01JIOOZGSFJRMMpHgtigMbypz2Rs7 1-5-0 7-0-141 1-5-0 I 7-0-14 3x4 = Scale - 1:17.1 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 0.84 BC 0.61 WB 0.00 Matrix -M) DEFL. in Vert(LL) 0.14 Vert(TL) -0.31 Horz(rL) 0.03 loc) Well Ud 4-7 >597 240 4-7 >269 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=186/Mechanical, 2=377/0-11-6 (min. 0-1-8), 4=92/Mechanical Max Horz2=117(LC 8) Max Uplift3=-109(LC 8), 2=-151(LC 8), 4=-12(LC 8) Max Grav3=207(LC 25), 2=391(LC 25), 4=131(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind. ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=aft; Cat. II, Exp B; Part. Encl., GCpi=0.55, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=1b) 3=109, 2=151. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 Ib down and 79 Ib up at 44-12, and 102 Ib down and 79 Ib up at 4-4-12 on top chord, and 22 Ib down and 15 Ib up at 1-6-12, 22 Ib down and 15 Ib up at 1-6-12, and 26 Ib down and 9 Ib up at 44-12, and 26 Ib down and 9 lb up at 44-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60,4-5=-20 Concentrated Loads (lb) Vert: 9=1(F=O, B=0) 10=11(F=5, 6=5) Job 4 Truss Truss Type Ory Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT KJ7 MONO TRUSS 4 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 Job Reference (optional) mid-Fionaa Lumoer , t%anOW, I -L , Bili Maxwell 7.540 s Nov 10 2015 MiTek Industries, Inc. Mon Jun 26 11:04:22 2017 Page 1 ID:SY 2o?bsPVreOx02Ta8 nxzWnSK-OgZuERPtyT XOhOtJlOOZGSM3jU6Mkzg8gMbypz2Rs7 5-2-5 I 9-10-13 1-5-0 5-2-5 441-8 2x4 = 1x4 n 5 3x4 = Scale = 1.20.9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx-M) Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4= 131 /Mechanical, 2=521/0-11-6 (min. 0-1-8),5=314/Mechanical Max Horz2=118(LC 21) Max Uplift4=-56(LC 8), 2=109(LC 8), 5=47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=742/81,11-12=-673/90.3-12=-663/91 BOT CHORD 2-14=151/665, 14-15=151/665, 7-15=-151/665, 7-16=151/665, 6-16=-151/665 WEBS 3-7=0/257, 3-0=722/164 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind. ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=oft; Cat. II, Exp B; Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except Qt=1b) 2=109. 6) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 43 Ib down and 11 Ib up at 1-7-9,43 Ib down and 11 Ib up at 1-7-9, 64 Ib down and 41 Ib up at 4-5-8, 64 Ib down and 41 Ib up at 4-5-8, and 88 Ib down and 68 Ib up at 7-3-7, and 88 Ib down and 68 Ib up at 7-3-7 on top chord, and 6 Ib down and 2 Ib up at 1-7-9, 6 Ib down and 2 Ib up at 1-7-9, 18 Ib down at 4-5-8, 18 Ib down at 4-5-8, and 33 Ib down at 7-3-7, and 33 Ib down at 7-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 5-8=-20 Concentrated Loads (Ib) Vert: 13=53(F=-27, B=-27) 14=4(F=2, B=2) 15=-1O(F=5, B=5) 16=35(F=17, B=-17) Job Truss Truss Type oty Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT KRA JACK 4 1 4-10-12 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL., Bill Maxwell 7.640 s Nov 10 2015 Mi7ek Industries, Inc. Mon Jun 26 11:04:23 2017 Page 1 ID:SY 20?bsPVreOxO2Ta8 nxzWn5K-s07GRnOVjn6O')rbDOvd6U—V87od5BezMK58UGz2Rs6 1-5-0 4-10-12 9-10-13 1-5-0 4-10-12 5-0-0 ix4 Scale = 1.21.8 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=155/Mechanical, 2=537/0-5-11 (min. 0-1-8),6=329/Mechanical Max Horz2=119(LC 8) Max Uplift5=-63(LC 8), 2=115(LC 8), 6=40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=312/35, 3-13=726/82, 4-13=-664/78 BOT CHORD 2-15=141/658, 15-16=141/658, 8-16=-141/658, 8-17=141/658, 7-17=-141/658 WEBS 4-8=0/262,4-7=713/153 NOTES - 1) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3 Opsf, h=15ft; 8=45ft, L=2411, eave=4ft, Cat. II; Exp B, Encl , GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 6 except Qt=lb) 2=115 6) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 11 lb up at 1-6-12, 43 Ib down and 11 Ib up at 1.6-12, 67 Ib down and 42 Ib up at 4-4-12, 67 Ib down and 42 Ib up at 4-4-12, and 98 Ib down and 74 Ib up at 7-2-11, and 98 Ib down and 74 Ib up at 7-2-11 on top chord, and 13 Ib down and 7 lb up at 1-6-12,13 Ib down and 7 lb up at 1-6-12, 20 Ib down at 4-4-12, 20 Ib down at 4-4-12, and 44 Ib down at 7-2-11, and 44 Ib down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert. 14=76(F=-38, 13=38) 16=13(F=7, B=-7) 17=65(F=-32, B=32) 3x5 3x4 = 4-10-12 9-10-13 4-10.12 1 5-0-0 Plate Offsets (X,l)— 2 0-0-5.0-1-81 LOADING(psq SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.04 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 7-8 901 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(rL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight, 45 Ib FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 SLIDER Left 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=155/Mechanical, 2=537/0-5-11 (min. 0-1-8),6=329/Mechanical Max Horz2=119(LC 8) Max Uplift5=-63(LC 8), 2=115(LC 8), 6=40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=312/35, 3-13=726/82, 4-13=-664/78 BOT CHORD 2-15=141/658, 15-16=141/658, 8-16=-141/658, 8-17=141/658, 7-17=-141/658 WEBS 4-8=0/262,4-7=713/153 NOTES - 1) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3 Opsf, h=15ft; 8=45ft, L=2411, eave=4ft, Cat. II; Exp B, Encl , GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 6 except Qt=lb) 2=115 6) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 11 lb up at 1-6-12, 43 Ib down and 11 Ib up at 1.6-12, 67 Ib down and 42 Ib up at 4-4-12, 67 Ib down and 42 Ib up at 4-4-12, and 98 Ib down and 74 Ib up at 7-2-11, and 98 Ib down and 74 Ib up at 7-2-11 on top chord, and 13 Ib down and 7 lb up at 1-6-12,13 Ib down and 7 lb up at 1-6-12, 20 Ib down at 4-4-12, 20 Ib down at 4-4-12, and 44 Ib down at 7-2-11, and 44 Ib down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert. 14=76(F=-38, 13=38) 16=13(F=7, B=-7) 17=65(F=-32, B=32) Job Truss Truss Type Ory Ply Park Sq Hm/Margate II-1966B/Bonus/Tray P1966B-BRT MG1 PORCH TRUSS 1 1 I in loc) I/defl Ud PLATES GRIP Job Reference (optional) Mi0-Flon08 LUMDer. , Barlow. FL., 9111 Maxwell 7.640 s Nov lu ZuID Mi i eK inousineS, Inc. Mon Jun zb l l U4 Z3 Lul 7 Nage 7 ID:SY 2o?bsPVreOxO2Ta8_nxzWnSK-s07GRnGYn6O?rbDOvd6U—bb7rK5CFzMK58UGz2Rs6 3-7-12 6-9-0 3-7-12 3-14 Scale = 1:22.0 1.5x4 II 30 = zx4 n 04 =4 Plate Offsets (X,1)— f1.0-2-0,Edge) LOADING (W SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.02 5-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.03 5-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=612/0-7-8 (min. 0-1-8), 4=635/Mechanical Max Horz 1=95(LC 8) Max Upliftl =-1 73(LC 8), 4=-181(LC 8) FORCES. Ob) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=950/240 BOT CHORD 1-8=281/837,5-8=281/837.5-9=281/837.9-10=281/837,4-10=-281/837 WEBS 2-5=190/6419,24=957/322 Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (11=1b) 1=173, 4=181. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 Ib down and 29 Ib up at 4-4-12, and 171 Ib down and 29 Ib up at 5-0-12, and 356 Ib down and 232 Ib up at 2-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60,14=-20 Concentrated Loads (lb) Vert: 8=356 9=171(F) 10=171(F) RECORD COPY T. 0" 6'- 0" 30'- 0" 20" 4'- 8" ,1 8" 7'- 0" ,I, 11'- 1 3/4" I, 26'- 1 3/4" I , 13'- 8 1/2" , I , 7'- 0" I I 1966 MARGATE II - B / P1966B-BRT OPT TRAY CLG. NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C.. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. J L 13 - HUS26 1 -PLY HGRS. A 1& 8 - HHUS46 FLR. HGRS ntJ (_ > , - / I ( ' of n I -) APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x' 3T. " TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12 TOP= 2x4 6 PP"/ m 12 12" TRUSS END DETAIL e 315 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TDP CHORD LIVE: 20.0 1 TOP CHORD LIVE. 400 TIOS TRUSS SYSTEM THS BEEN DESICKO WITH LOADS (IEK MTED BY 140 MPH WINDS USING 42 PSF TOP OM DEAD LORD IN 30 PSF BOTTOM CHORD UFA LOAD 0 MILES FROM MnAJORE O[ERLINE 03T. I1 07 0 MM 7-141 1966 - BP k BONUS RM / TRAY CLG. II -B P1966B-BRT Macas oeA M NIA8-18.1 Bmax As co G C. 1966 MARGATE II - B / P1966B-BRT a Q Q Q U U I, 71- 0" ,I, 12'— 1 3/4" ,I, 7'— NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. A APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont Band n TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 46 pr- moo / TOP= 2x4 I 12 i o 12" TRI I.qR FNI7 nF:TAII MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIUE: 200 TOP CHORD UNE- 400 TOP CHORD I£RD. 200 TOP CHORD DERD- 100 BOTTOM CHORD DERD- 100 BOTTOM CHORD DERD 50 TOTRL LORD MI 500 TOTRL LORD (PSF) 550 STRESS INCRERSE: 125 STRESS INCRERSE. 10 THIS TRUSS SYSTEM MRS BEEN OESIGNEO WITH LORDS G.NERRTED BY 140 MPH WINOS USING 42 PSF TCP DM OEM LORD FM 30 PSF BDTTOM DM DEFR LORD 0 KLES FROM NIRRICfirE OCEKINE CRT. II E7(P. B RSCE 7.141 i' i Mir" Im Roo1- I-I-I-I-I-I-I-I-I-I-I-I I- U U I, 71- 0" ,I, 12'— 1 3/4" ,I, 7'— NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. A APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont Band n TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 46 pr- moo / TOP= 2x4 I 12 i o 12" TRI I.qR FNI7 nF:TAII MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIUE: 200 TOP CHORD UNE- 400 TOP CHORD I£RD. 200 TOP CHORD DERD- 100 BOTTOM CHORD DERD- 100 BOTTOM CHORD DERD 50 TOTRL LORD MI 500 TOTRL LORD (PSF) 550 STRESS INCRERSE: 125 STRESS INCRERSE. 10 THIS TRUSS SYSTEM MRS BEEN OESIGNEO WITH LORDS G.NERRTED BY 140 MPH WINOS USING 42 PSF TCP DM OEM LORD FM 30 PSF BDTTOM DM DEFR LORD 0 KLES FROM NIRRICfirE OCEKINE CRT. II E7(P. B RSCE 7.141 1966 - B BONUS RM I TRAY CLG. P1966B-BRT II -B NIA P-18-11 B. RL -CORD COPY City of Sanford Building and Fire Prevention Product Approval Specification 17-2315 Permit # 11 8t3 FO` ciVVnc SANFORD ZPAR-Vo Project Location Address 383(, LAN Lam . Sc-6 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.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door wl sidelite FL8871.6 Sliding MI Windows and Doors Series 420 Alum SGD - 3 Panel FL 15332.9 Sectional Clopay Building Products 94fT40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits ' Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofinq 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 Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signatu Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 r Ui Professional 19r BCS Horne I Log In j User Registration ! Not TopKs Submit Surcharge I Stats d Fags ; Publications I FBC Staff I SCIS Site Map I UnkS I Search 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 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) c. r Product Approval ASTM D1929 1996 ra 1t d' 1' JUSER: Public User ASTM D635 2003 ASTM E1300 1998 Product Approval Menu > Protluel or Aoohcetion Searth > Application List > Application Detail 2000 FL # FL8871-R7 1995 Application Type Revision 1994 Code Version 2014 Application Status Approved Comments FL8871 R7 Eouiv of STANDARDS (a).Ddf 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 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 Eouiv of STANDARDS (a).Ddf http://vAN,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDgt),3Ij Wak2nHrp... 9/18/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/13/2016 12/13/2016 10/21/2016 12/15/2016 Page 2 of 4 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.I.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 8671.1.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 11 (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 Imitations 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 11 (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 ")" part numbers for these sidelites, which have been stained or panted 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.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 "7" 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.S.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 8871.5 for Design Pressure Ratings by FL8671 R7 AE (a) EVAL 8871.5.Ddf Created by Independent Third Party: Yes http://',A-A,w.floridabuilding.org/pr/pr app_dti.aspx?param=vvGEVXQvADgty3Ij'Wak2nHrp... 9/18/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidellte (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.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 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (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 Sidehtes (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.9.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 8871.9 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 "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 Bark r----- 11 Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 phone: 850.487.1824 The State of Florida Is an WEED employer. Copynoht 20D7-2013 State of Flonda.:: Pnvacv Statement :: Accessibility Statement Refund Statement Under Flonda taw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensee$ licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: ESD http://vN-A-Ar.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQ'A tDgty3Ij Wak2nHrp... 9/18/2017 Florida Building Code Online Credh Card Sate Page 4 of 4 http://wmm,w.tloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQ ",tDgty3IjWak2nHrp... 9/18/2017 THERMAITRU ( 8) THERMA TRU DOORS 1 1 B INDUSTRIAL DR.. EDGERTDN, DH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR w/ "NON -IMPACT" SIDELITE INSWING / OUTS WING GENERAL NOTES 1. This product has been evotuated and kin compliance with the Slh Edition (2014) Floddo Building Code (FBC) structural requirements Including the I%h Velocity Hurricane Zone' (HVHZI. 2. Product anchors sholl be as kled and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In Ihe'NVHr the opaque door comples with Section 1626 of the Florida Building Code and does not require on knpocl resistant covering. The non-Impocl sideSte must be protected with an Impact resistant covering complying with Section 1626 of the FBC. 4. When used In areas outside of the'HVlir requiring wind borne debris protection the opaque door complies with Section 1609.12 of the FBC and does not require an Impact resistant covering. The door panel meets missile level 'D - and includes Wind Zone 4 as defused in ASTM E 199 and Section 16M. 1.2 of the FBC. The non4mpoct sidefites must be protected with an impact resistant covering compl*g with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction. anchoring of these walls shall be the some as that shown for 2x buck mosoniy construcllon. 6. Silo conditions that deviate from the decals of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sB Item Y4 under active doors, and all silk used under the sldefites, meet water Inti holion requirements lor 14VH7. B. Inswing configurations and outswing confrgurolio ns using sill Item 05 under the door do not meet the water Infiltration requirements for the HVHr and shall to Installed only In non•habilable areas or of habitable locations protected by on overhang or canopy such that the orgle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHELF/ DESCRIPTION I Typical elevations, design pressures b general notes 2 Door panel details Smooth star) 3 Door panel detols (fiber classic) 4 Sidefile pones delok 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck and from anchoring - 2X buck mosorvy, construction 9 Frame anchoring - IX buck masonry construction 10 Components S Glazing details 1 I Bill of Materials 54.75 MAX. O.A. FRAME WIDTH 37JS MAX 15.50' MAX. FRAME WIDTH FRAME WIDTH 3600 MAX _ 13.7S MAX. PA14ELWIDTH —'I 1F PANEL WIDtH p M Om x x p 7 Q N 00 IYPE UESGN -PRESSURE (PSF) i SI ING: pMENSIO-N? POSf17VE-: NfGAiI,VE INSWING 54.75" x 98.00• 60.0 60.0 SMOOTH OUTSWING 54.75" x 96.50" 65.0 65.0 STAR INSWING 54.75" x 98.00" 60,0 60,0 FIBER CLASSIC OUTSWING 54.75' x 96.50" 65.0 65,0 See Sheat 10 for design pressure ir110110M tin v mra er. DWS sax m L" FSB n i or 11 p 46 47 EXTERIOR 47 v tllz° ri:O om INTERIOR : z o Z u 40. y 46 46 42 P o 9 m cow 1 HORIZONTAL CROSS SECTION m' 0a `, A 14 t cO 4.07 e J Z 2 I—I.s7--I — a 8 a$ TYP. 4 m1$ CORNERS 1 0" Of PANEL o EXTERIOR INTERIOR o) o a n LD 1 42 r P RAu 43 LocK snLE _ ^ DETAIL A-A J 40 DOO ANEL o SmoolA slur 41 S N V) 00000000 42 n 80000000u 0 ON00000000 44 47 c N 0000000000000000000000 000000000000000, ci o 000000000 0 46 00000000 rc» i 0000000 % f/11/J/ q5 e N e 000000000000000 000000000 O 0 0 0 0 0 M N HINGESnIF 4S BOTTO 1 n N— _ 000-00- 00-0- 000- Lot000 tl Z00000000 2 VERTICAL CROSS SECTION wn ID 0000000 28.86ROPEN 00000000 AREA MAX. 05122108 Z 00000000 45 soot N.T.S. 000000000000000 0wo. er: DWS m CHL er. LFS 3 DETAIL A•A asrm0 ra» a Panel reinlorcemenl FL-8871.6 n 0 d4 dl dt 63 ff............... i oN d6 d7 EXTERIOR It 0 2 INTERIOR dd g Eo u a g 9 [W dl°° 3 HORIZONTAL CROSS SECTION 2 m\° S° v 67 o: o OT 3 vITYP., 153' 13 CORNERSGjjj/! 1 OF PANEL P0 o0 o CLLLLLLLD 0 a 1 t L DETAIL A•A J 62 t LOC EXTERIOR INTERIOR m DOOR ANEI 60 uLn Hoer clonic 0 N LnZ 00000000000000000000000 In $ 640000000 0 00000000000000 63 1.18 o E o 00000000000000e.. 000000000000000 db 000000000000000 ti •; Or j 000000000000000 dd a o n a00000oo000dS n N 0000000 It HINCaESTILE dS BO IL N _ 0 0 Z e000000028.867GOPEN 00000000 AREA MAX. 05/22/08 ? N.T.S. 00000000oo00000 65 000000000000000 2 VERTICAL CROSS SECTION C eYt DWS m CMLma w: LFS 33 DETAII A•A auwmo W. a m Panel reinforcement FL -8871.6 00 s rtc'r a' p 13.75 MAX. PANEL WIDTH 4 4 3 4 P tf 70 SIDEIIIE P NEL r-144 71 TOP RAl E] Slde9te r— I 72 SRLE SM". d 7 73 Blde1'OM ItAIL S. a T MAX. D.L., DMWR J INTERIOR U 1 HORIZONTAL CROSS SECTION 4 Iclosc calf a rustic) T MAX. D.0 EXTERIOR INIERIOR 2 HORIZONTAL CROSS SECTION 4 (Fiber classic) 1"MAX. D.L. EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 (Smooth star) EXTERIOR R4TERIOR EMERIOR S IMERIOR EXTERIOR i o c IMERIOR z 7d 61 1 EMMA F u QLCLCICILD `/ I r///////11 v mre or. DWS aoc or. LFS 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 4 Igosste coil d ludic) 4 1Fiber df.) 4 (Smoolh star) FL -8871.6 enn • nr 11 6 6k, 7 7 E A .J n p gq; Lon N h8 rt P, 1`` ono 6 3 oN •: o s 2SINTERIOR70 4 gQY c W 19 eN m0 a. S . s c= S v e '• o 14, cW o S 3c: o 1g EXTERIOR °C EMB. (TYP.) o°vi4HORIZONTALCROSSSECDONxUpqHIM5Shownw/IX.b-buck Lp E I o D 3 4 D g 6 6 7 7 g & 6 S 6 5 L 6 6 7 7 0.1s L 0AS* C'SINK L L-SWK e PYP.) ITYP.1 I 9 8 g 9LneN 1T 9 9 11 z 70n n9 rnINTERIOR 10 INTERIOR 10 2 L c uz e O 2hNQF O ^ N Z e_ EXTERIOR 70 1 N ^ V e M M wc:05 22 09 i 12 12 40 EXTERIOR 40 14 16 N C E I swr N.T.S. l C 11 00 60 II-- 1.1/,•MW. ox c er; DwS m EMB. MIN. EMB. (TYP•) 09L W. LFS 3EMB. ITYP.) . 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SEC110N DPAMW No,: a j Outswing shown - wwty S Outsvdng " buvAng S O.1= sho.wt -inswing FL -8871.6 o also approved aha approved oleo approved N Sion EXTERIOR ---71- INTERIOR VERTICAL CROSS SECTION also Paoved EXTERIOR z d INTERIOR LAIIbAL { nVJJ JL% Inswing configsuatlon see general notes sheet I 1. -KVHr water Infiltrolloi requtrements zQ EXTERIOR " ff " " INTERIOR 2 VERTICAL CROSS SECTION 6 Shownw/1Xsubbuck EXTERIOR INTERIOR v 2 O 3 VERTICAL CROSS SECTION 6 Outswkg configurationa u INTERIOR EXT E R y z rrrl rrtI% d m 6 1 a R .; _ Z E m, 40 9 ao i x mm C 9L TO 60 c io 2.1 E v 2 O 0 m + 3 VERTICAL CROSS SECTION 6 Outswkg configurationa see generalnotes sheet I m for HVHrwater iddhotion O requirements u n INTERIOR EXTERIOR see general notes sheet 1 tor'HVHr water Infatrolbr requirements YCI IMAL L.KVJJ JCL Oulswing configuration see general notes sheet I for'HVHr water infilrolla requirements E N.T.S. rn: DWS aft LFS swo /m.: FL -8871.6 D _L OF 11 i L EXTERIOR ---7 INTERIOR 1 VERTICAL CROSS SECTION Outswln9 shown - h"v also op goved EXTERIOR INTERIOR INTERIOR EXTERIOR // INTERIOR 2 VERTICAL CROSS SECTION Shown w/I X sub -buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Inswing configuroliion 5 VERTICAL CROSS SECTION inswing configurallon 3 VERTICAL CROSS SECITON Outswing configurotbn INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 7 Outswing confrgurolion e N.T.S. or DWS or. LFS my WD.: FL -8871.6 3 7 as " , O Eo Lan EXTERIO",1ittt rllst o o i J a x Z { E; 56r9dLn maaE! CZ E pR o: i o O g R W WH 3 VERTICAL CROSS SECITON Outswing configurotbn INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 7 Outswing confrgurolion e N.T.S. or DWS or. LFS my WD.: FL -8871.6 3 7 as " , 4 A. ir - 4* 94 uon it ri to J 00b z d 6 1 0 .. " z Tat 0 11 to k gL TYP. HEAD & MASONRY TYP. HEAD & d pixMASONRYJAMBSHn OPENING JAMBS OPENING 2 6 IL & 93. - I - I C C; N I z C14 MULLION 11 tqHNFORt - 2 FRAME-/ W 0ISREOFERENCE ONLY iIL § d pt a5 Eq 0 % 2X BUCK-,,, !2 Ci TYP. to 2X BUCK MULLION n l m W KDO r- TYP. SILL TYP. SILL 0 L.ILL 0 BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB MasoW 2)(buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morfor)oInts. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, odcrillanol concrete anchors y be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table. ANCHOR: ANCHOR MIN.'. ", MIN. CLEARANCE MIN.:CLEARANCE TYPE SIZE EMBEDMENT. TO MASONRY- i0 ADJACENT EDGE ITW 1/4* 1.1/4" 2' 4" TAPCON* ELCO 1/4- 1-1/4* 4" ULTRACON* WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum S/6" edge distance, 1' end distance, Is. I- o.c. spacing of wood screws to prevent the sp011Ing of wood. d HINGE DETAIL LATCH A DEAD8011 DETAIL M N.T.S. ft DWS DWI LFS NM No.: FL-BB71.6 a B or _U THIS ANCHOR REO'D f ONLY WHEN DP > 60.0 PSF * T r TYP. HEAD & 1= JAMBS MASONRY OPENING 4 h0 FRAME t^ TYP. L IX BUCK NP' MULLION F LK I I I IL TYP. SILL TYP. SILL HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations of the comers may be adjusted to maintain the min. Masonry IX buck construction edge distance to morfor Joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge dWonce to morfor joints, oddihonol concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MI"N': MIN. CLEARANCE . MIN. CLEARANCE TYPE SIIE' EMBEDMENT TO.M 4SONRY :.: TO ADJACENT EDGE .: ANCHOR''. ITW o 1/4' 1•1/4" 2" 4" TAPCON z d; J P) •: z y o o WVUU1,L:KtWI141,1A Al1UP11VVt: t. Maintain o minimum 5i edge distance, 1' end distance, 6 1' o.c. spacing of wood screws to prevent the spitting of wood. LATCH A DEADBOU DETAII STRIKE JAMB HINGE DETAIL Z- N.T.S. er: Dws n er: LFS 3 arc Ito.: FL -8871.6 c C t or LLn 43 z' 4;•O oa Prrr1111111 z d; J P) •: z y o o a ii z u YuS Epm C* o90 n a mu`nLD v E oz ok a Z- N.T.S. er: Dws n er: LFS 3 arc Ito.: FL -8871.6 c C t or LLn43 ST T L G THRESHOLD outswvlg coastal 2 THRESHOLD Uuwkp ocjAtoble 5.75 r S RES OID Oulswtlg s1.1.d 2.1P N NG SIDELIIE 20 Spocer I IT GLASS 3/4" THK. BITE GLASS 1/8 -TEMP. AIR SPACE 1 /8' TEMP. SWIGGLE GLAZING i4 SPACER GLAZING DETAIL G I 3M' Insuloted gloss 711A -r.1 tf 5.87' THRESHOLD trwwtng selladplst F- 5.83" r fit _Yr..,., .:i .: dE D truvNip MAX. DESIGN PRESSURE I— 2.1,' ff j N 1 INSWING SIDE Spocer G2 GLAZING DETAIL 1' ilswloled gbss I"THK. GLASS 1 /8" TEMP. AIR SPACE 1/8- TEMP. GLAZING F- Z 0 uc n W 11111 c CO o V r Z i oZu P E m mac w J 4 10 Z 4.56" 9 8 E D SIDE tomb 2.17 22 O WING IDELIIESpocer 7/IB GLASS BITE GLAZING D IL G3 I/7 Nsubled gloss 1/7THK. GLASS 1/8 -TEMP. AIR SPACE 111-1-1-15N - c 1/8 -TEMP. —05 22 01 25' STEEL wuc: N.T.S. INTERCEPT Dra er. DWSSPACER cm r: LFS DPAWW NO.. FL -8871.6 slap ,Q of y BILL Of MATERIALS i REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL h A 1X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS WO snn B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.077' 1HK. SMOOTH STAR F = 6,000 PSI MIN. FIBERGLASS N't oas ZToenCMAX. 1/4- SHIM SPACE WOOD 42 TOP RAIL SMOOTH STAR COMP. W'• 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 CONCRETE 44 HINGE STILE SMOOTH STAR WOOD 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL SMOOTH STAR COMP.. Ua•; U o i oZc iP% gg- F 1/4"X 2-3/4" PFH ITW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023'iHK. SMOOTH STAR STEEL H 3/16" X 3•I/4' PFH [TW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE IL I 1/4"X 2-I/4" PFH TI1N CONCRETE SCREW STEEL 48 SIDEUTE SKIN SMOOTH STAR FIBERGLASS fig ma0 a rJ1/4"X3.3/4" PFH I1W CONCRETE SCREW STEEL 49 LITE FRAME SMOOTH STAR) PVC K 1/4" X 1-3/4" PFH I1W CONCRETE SCREW STEEL 57 FOAM CORE POLYURETHANE i o d L q 10 X 2-1 /2" PFH WOOD SCREW 11. l S" MIN. EMBEDMENT STEEL 58 SIDEUTE SKIN CLASSIC CRAFT FIBERGLASS M q9 X 2-1 /7' PFH WOOD SCREW STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 2X MULLION SG >= 0.55 WOOD 61 DOOR SKIN 0.137" 1HK. (FIBER CLASSIC = 6.000 PSI MIN. FIBERGLASS 1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 62 TOP RAIL FIBER CLASSIC COMP. 2 INSWING THRESHOLD (LS300HP5) ALUM./COMP. 63 LOCK STILE (FIBER CLASSIC WOOD/LVL 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 64 HINGE STILE FIBER CLASSIC WOOD 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. r 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 6 INSWING THRESHOLD ALUM./COMP. 67 FOAM CORE POLYURETHANE WK 0 7 DOOR BOTTOM SWEEP VINYL 68 SIDEUTE SKIN FIBER CLASSIC FIBERGLASS N 8. JAMB PINE SG >= 0.42 WOOD 69 LITE FRAME OBER CLASSIC PVC m o 9 JAMB OAK SG >= 0.42 WOOD 70 SIDELRE -SEE SIDEUTE PANEL DETAIL SHEET FOR DETAILS o 10 WEATHERSTRIP FOAM 71 SIDEUTE TOP RAIL COMP. a 11 HINGE STEEL 72 SIDEUTE 5111E WOOD 12 1110 X 3/4" PFH SCREW STEEL 73 SIDEUTE BOTTOM RAIL COMP. 13 q9 X 3" PFH WOOD SCREW STEEL u 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 0 16 q8 X 2-1/7' PFH SCREW STEEL o N 18 KWIKSEi 200 SERIES PASSAGE LOCK STEEL Ln 19 KWIKSET 600 SERIES DEADBOIT STEEL 10p sN 20 INSWING SIDELRE SPACER FOR HP THRESHOLD D814HPA PVC CNN 21 INSWING SID LITE SPACER FOR SELF ADJUST THRESHOLD DB14 PVC oRo 22 OUTSWING SIDEUTE SPACER PVC 23 q6 X I-3/4"PFH SCREW JUTE FRAME) STEEL baa 24 GLAZING COMPOUND SILICONE z 25 SEALANT SILICONE r h 26 q9 X 1" PPH SCREW (LITE FRAME) STEEL RNa p N O ] A NOTE: WOOD DOOR COMPONENTS: PINE )SG >= 0.42) N z 1— 5122108 z smL N.T.S. i mm m: DWS m aur of: LFS ; mxm ma: rc m FL-8871.6 0 s¢n w 11 p Florida Building Code Online Page 1 of 3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FK - MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sltlinger bsltlinger@miwd.com Category Exterior Doors Subcategory r Business . Professional Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report SCIS Home ' Log In I User Registration i Hot TOPICS I Submit Surcharge I Stats 6 Facts Publications I FEC Stall 1 SCIS Site Map Unks Search Quality Assurance Entity arida r ProductApprovals 12/31/2017 Validated By Steven M. Urich, PE IUSER: Public User LSCitiesa Product Approval Menu > Product or Application Search > Application list > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FK - MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sltlinger bsltlinger@miwd.com 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 FL15332 R3 CO) FLCOI.Ddf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By -. Sections from the Code Product Approval Method Method 1 Option D year 2008 http://,,A ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,AgDgtH8572qvd)Xlld... 9/18/2017 Florida Building Code Online 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 Page 2 of 3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wld... 9/18/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No 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.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 11 08-00498D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 it 08-02248B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 Il 08-02249B.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Created by Independent Third Garry: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.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 FLI5332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.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 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 FLIS332 R3 Il 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wld... 9/18/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"xB0" 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 FLIS332 R3 AE S10809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.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 S10810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Lim ;; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0-487-1112 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement ;: Refund Statement Under Flonda 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 eleWonic 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 455, F.S. must provide the Department with an email address it 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 did here. Product Approval Accepts; Ego Credii Card Safe http://,Arww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWId... 9/18/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER Of RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8' THICK MINIMUM I TABLE OF CONTENTS 1 I SHEET NO.I DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REVISIONS MI WINDOWS LLC DESCNIPRDN DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEWLS 08/05/15 R.L. SIGNED: 10/27/2015 MI WINDOWS LLC AWDOORS 00 LAKESIDE PARKWAY 5111 111iO4t i/i G E NS' FLOWER MOUND, TX 75028 9iP% o,,6 *= SERIES 430/440 XIX SGD*4TATV0F143" x 96" REINFORCED tm - NOTES OF•:fOR10; • oRAwrr M ND. REV 08-00T503 D i SS/OAA SCALE a1ENTS 02/23/09 1 OF 9 6' MAX - 1 6' MAX 1 L 17' MAX O.C. 96' T_ MAX FRAME HEIGHT L 6' MAX 143'^MAX ^ FRAME„ WIDTH SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS M1 AND /2 FOR OTHER UNITS RATINGS CHART d2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso RLNSKWS RLv DESCRIPTION DATE APPRO&D Frame A ADDED CHARTS 03/06/12 R.L. 42N48.9 8 REVISED PER NEW TESTING 10/15/13 R.L. in) C ADDED FLANGE INSTALLATIONS 12/06/13 R L Meg D REVISED INSTALLATION DETAILS 08/05/15 R.L. 6 MAX CHART/1 66.0 40.0 60.0 40.0 54.6 400 400 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED 92.0 400 59.6 40.0 51.7 40.0 SEE NOTE 9 SHEET I 42.3 96.0 40.0 56.6 40.0 490 CHART d2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Design pressure chart (p4 Single Panel and Total Frarre Width (n) Frame Frame 20.0 36.0 42.0 Height 30.0 36.0 42N48.9 47.7 in) 90.00 108.00 126143.00 in) 90.00 108.00 Pos Neg Pos Neg Pos Pos Meg 64.0 400 600 400 579 400 40.0 48.0 66.0 40.0 60.0 40.0 54.6 400 400 450 92.0 400 59.6 40.0 51.7 40.0 40.0 42.3 96.0 40.0 56.6 40.0 490 40.0 400 400 CHART d2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I CHART#3 Design pressure chart (p4 Frame Sngle Panel and Total Frame Width (in) Frame 20.0 36.0 42.0 47.7 Height Heght 30.0 36.0 42.0 47.7 in) 90.00 108.00 126.00 143.00 Pos Meg Pos Neg Pos Meg Pos Neg 84.0 60.0 60.0 57.9 57.9 52.0 S2.0 48.0 48.0 88.0 60.0 60.0' 546 54.6 48.9 48.9 45.0 45.0 92.0 59.6 59.6 51.7 517 46.1 461 42.3 42.3 96.0 56.6 56.6 49.0 49.0 43.7 43.7 40.0 40.0 CHART#3 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 08-00503 u"E NTS " 02/23/09 -2 OF 9 SIGNED: 10/27/2015 R It o,,,,iv •\G E N SF 0; STTAATTE OF 1011110"'!Z ss10NA 11E\ G` Number of anchor locations required Frame Single Panel and Total Frans VMlh (in) 20.0 36.0 42.0 47.7 Height n) 90.0 108.0 126.0 143.0 HAS Jamb HAS Jamb HAS Jamb HAS Jamb 84.0 6 6 7 6 8 6 9 6 88.0 6 6 7 6 8 6 9 6 92.0 6 6 7 6 8 6 9 6 96.0 6 6 7 6 6 6 9 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 08-00503 u"E NTS " 02/23/09 -2 OF 9 SIGNED: 10/27/2015 R It o,,,,iv •\G E N SF 0; STTAATTE OF 1011110"'!Z ss10NA 11E\ G` 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II If II II INTERIOR LVIaL VI INY1rL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS RLV DESCRIPTON DATE APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAW OND N0. F.A. 1 08-00503 uaE NTS 02/23/09 --3 OF 9 SIGNED: 10/27/2015 1 IIIIC/0///,/ v •\CENSF9iP' pTAT 6EOF 1 3/8' MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK BY OTHERS 1/4' MAX. SHIM 110 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II If II II INTERIOR LVIaL VI INY1rL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN WENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS RLV DESCRIPTON DATE APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAW OND N0. F.A. 1 08-00503 uaE NTS 02/23/09 --3 OF 9 SIGNED: 10/27/2015 1 IIIIC/0///,/ v •\CENSF9iP' pTAT 6EOF METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/4' MAX. A ® A r SHIM SPACE 10 SMS OR SELF DRILLING SCREW 1 3/4' MIN. EDGE DISTANCE EXTERIOR II II II II II II INTERIOR #10 SMS OR SELF DRILLING SCREWS 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 BED OF APPROVED ALANT METAL STRUCTURE BY OTHERS 1/4' MAX. I SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS WAINW. Om NO. F.A. 1 08-00503 S"Al NTS "t 02/23/09 1 S'w4 OF 9 SIGNED: 10/27/2015 0/// O S4.T A T E OF ; tumi REV ''OF•'cCOR10:• D NAL REVISIONS REV DESCRIPWN DAIS APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS WAINW. Om NO. F.A. 1 08-00503 S"Al NTS "t 02/23/09 1 S'w4 OF 9 SIGNED: 10/27/2015 0/// O S4.T A T E OF ; tumi REV ''OF•'cCOR10:• D NAL REN90N5 2 1/2 MIN. REV DESCRIPnON DAZE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. 9 REVISED PER NEW TESTING 10/15/13 R.L. 1 1/4" MIN C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. a ' EMBEDMENT 1 1/4" MIN. MAX. D REVISED INSTALLATION DETAILS 08/05/15 R.L. A 1/4" EMBEDMENT I r SHIM SPACE CONCRETE/ II ' MASONRY BY OTHERS 2 1/2" MIN. OPTIONAL EDGE DISTANCE v IX BUCK •' INTERIOR TO BE PROPERLY' 1/4 MAX• O SECURED SHIM SPACE 3/16" TAPCON SEE NOTE 3 SHEET 1 i IILA3/16" TAPCON' CONCREFE/MASONRY OTHERS ••. DEXTERIORINTERIOR lu SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATION TO BE P MASONRY/ SECUREDROPERLY CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY A-1 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE e ° •' ' DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION _ CONCRETE/MASONRY/NSTALLATION 2 1/2 MIN. EDGE DISTANCE SIGNED: 10/27/2015 MI WINDOWS 00 LAKESIDE PARKWDOOAY LLC J\s R IICoFLOWERMOUND, TX 75028 `v,•VCEN& 9+% SERIES 430/440 XIX SCD - *• 0 5 *= 143" x 96" REINFORCED FRAME INSTALLATION DETAILS pE OF DRAWN: DYYD RD. REv iFs;clOR10P s F.A. 08-00503 NTS 02/23/09 5 OF 9 SOD FRAMING OR 2X BUCK BY OTHERS B10 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8' MIN. EMBE MENT 71/4' MAX. SHIM SPACE INTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8- MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DWG NO. F.A. 08-00503 07NTS DATE 02/23/09 1 sNEn 6 OF 9 SIGNED: 10/27/2015 Sit. R I IL o "/ EN/ J y . v,•YGSF',J+ 0, 6126 oT(ACT TE OFA` O'. t OR10P • •\'\. REMS"S ALV DEsgRPnoN DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DWG NO. F.A. 08-00503 07NTS DATE 02/23/09 1 sNEn 6 OF 9 SIGNED: 10/27/2015 Sit. R I IL o "/ EN/ J y . v,•YGSF',J+ 0, 6126 oT(ACT TE OFA` O'. t OR10P • •\'\. METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE I EXTERIOR 1/4' MAX. SHIM SPACE OR 3/4, MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4' MAX. SHIM SPACE INTERIOR LA LL TO BE SET IN U UBEDOF PROVED SEALANT 10 SMS ORAU SELF DRILLING METAL SCREW STRUCTURE BY OTHERS EXTERIOR METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4• MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN' DWC NO F.A. 08-00503 Gy NTS DATE 02/23/09 SNEET 7 OF 9 SIGNED: 10/27/2015 lk. to Nsl 4f E N SF ' D 61•*= E OF czOR10" i///djs ONA 11 aG\ REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 RA,. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. LA LL TO BE SET IN U UBEDOF PROVED SEALANT 10 SMS ORAU SELF DRILLING METAL SCREW STRUCTURE BY OTHERS EXTERIOR METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4• MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN' DWC NO F.A. 08-00503 Gy NTS DATE 02/23/09 SNEET 7 OF 9 SIGNED: 10/27/2015 lk. to Nsl 4f E N SF ' D 61•*= E OF czOR10" i///djs ONA 11 aG\ CONCRETE/ 2 1/2" MIN. MASONRY EDGE DISTANCE BY OTHERS r I EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 14 1 1/4" MIN. EMBEDMENT a• ' VERTICAL CROSS SECTIONI 2 1/2" MIN. CONCRETE/MASONRYINSTALLATION F EDGE DISTANCE 1/4" MAX. I r SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRIPIION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R L. JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES - 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DWG ND F.A. 08-00503 SCREE NTS DATE 02/23/09 5HEET8 OF 9 SIGNED: 10/27/2015 a•1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK 3/16- TO BE PROPERLY SECURED MAX' E NOTE 3 SPACE SHEET 1 TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 14 1 1/4" MIN. EMBEDMENT a• ' VERTICAL CROSS SECTIONI 2 1/2" MIN. CONCRETE/MASONRYINSTALLATION F EDGE DISTANCE 1/4" MAX. I r SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRIPIION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R L. JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES - 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DWG ND F.A. 08-00503 SCREE NTS DATE 02/23/09 5HEET8 OF 9 SIGNED: 10/27/2015 1 5/8- MIN. EDGE DIST. 1— a TRIM ° 1 1/4* MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE D 3/16" BY OTHERS TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP 3/4" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2102 INTERIOR TRIM 1 3/B• MIN. EMBEDMENT HOOK STRIP S WooO F -I SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DwD No. F.A. 1 08-00503 salt NTS o' 02/23/09 ISHEET9 OF 9 SIGNED: 10/27/2015 o 1ft I LIOI ii CENS"9J+ TATE OF RE ' io s ,LORIO* D REWSONS RLv DESMPWN alt APPRMO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 3/4" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2102 INTERIOR TRIM 1 3/B• MIN. EMBEDMENT HOOK STRIP S WooO F -I SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DwD No. F.A. 1 08-00503 salt NTS o' 02/23/09 ISHEET9 OF 9 SIGNED: 10/27/2015 o 1ft I LIOI ii CENS"9J+ TATE OF RE ' io s ,LORIO* D Florida Building Code Online Page 1 of 6 ii Professional Regulation OEM BGS Home I Log In I User Registration I Mot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BGS Site Map I Links I Search 1 da ire product Approval USER: PuDllt Userdbpr Product Approval Menu > Produtt or ApoliUdon Search > Application List > Application Detall FL # FL15279-114 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 Lv Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R4 Eouiv 20150319 - FBC - DASMA 108 eauiv.pdf FL15279 R4 Eauly 20150319 - FBC - DASMA 115 eaulv.odf Product Approval Method Method 1 Option A http://vvww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv'3yVVKJZ1 QR... 9/7/2017 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page F-1 d Page 2 of 6 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 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). 40 0 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 ofinspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 101655-Revi2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-IA471: GDiSP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRiSP, GDiLP, GR1LP, ARiSP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate 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 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-IA171: 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) HOPL13, 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 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). 15279.4 004 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 FL35279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 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 ofinspection.Ddf FL15279 R4 C CAC W3 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgv3yWKJZ 1 QR... 9/7/2017 Florida Building Code Online Evaluation Created by Independent Reports Third Party: Page 3 of 6 15279.5 005 W3-16 DSIE-IA471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDISP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of mspection.pdf Impact Resistant: N/A FLIS279 R4 C CAC W3 Listina Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 11 104028-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131,8133 Limits of Use 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-2FIS3: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 148B,SSS,4RST,6RST,4RSF,6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure. +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W3 Listina Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 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 FL35279 R4 C CAC Letter with proof of contract and proof of mspection.odf FLIS279 R4 C CAC W3 Listina Intertek.p( Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 11 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 FL35279 R4 C CAC Letter with proof of contract and proof of inspection.pdF FL15279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 Il 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, I 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 FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No FL15279 R4 C CAC W4 Listina Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://,A,ww. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online 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: Page 4 of 6 15279.10 010 W4-09 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of mspection.odf Impact Resistant: N/A FLIS279 R4 C CAC W4 Listino Intertek.pd Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 I1 104183-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports windborne debris regions. The product without glazing DOES Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: 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 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: N/A FLIS279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure. +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104456-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F1S1: 73, 1500, Steel Pan (min. 25 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, GD5S, GD5SV, GRSS, GR5SV, ARSS, ARSSV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listing lntertek,Ddf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 300159-B-Rev16.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN -2F441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE® W4 Garage Door GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV 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.Ddf Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 Il 103486-B-Rev08.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ-A tDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online 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 windbome debris regions (ref 1609.1.4 FBC). Page 5 of 6 Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-RevO6.pdf 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, HDG, 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.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listina Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 101481-B-Rev13.Ddf windborne debris regions. Verified By: lntertek 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-2S.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 1017 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-IF171:9200, 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 Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga, min.; interior skin 27 ga. min.) Double - Car (97" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.pdf FL15279 R4 C CAC W4 Listma Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-B-RevO3.odf 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 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of mspection.Ddf FLIS279 R4 C CAC W4 Listing lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 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 oroof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-RevOl.Ddf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=,A,GEVXQ,ArtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online 0 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 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 Approved for use outside HVHZ: Yes FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdf Impact Resistant: N/A FLIS279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 104457-Rev02.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN -21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE® W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odf Impact Resistant: No FL15279 R4 C CAC W4 Listino 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 FLIS279 R4 II 101711-B-ReviS.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 Nert ri d Page 1/ 8 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are pudic 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 5 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 dock hilt. Product Approval Accepts: 0 R Credh Card Safe http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 wMa TOR' FASO PAxG amu 11cm mm! as CA a CA DIS SVAT ani. ®7f V, TAAgr aft G1MV ImmroT AAas Ant" YAI•WApm HRWV mm rats ' oamaE mo t>a EMU FOR CRL OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GM2MO. SEE SECTION B -B FOR DETAILS. MAK STANDARD SIZE IS 42-1/2'.16'. IMPACT RESISTANT GLAZING IS 21-6/6514-1/6'. i = IBM irmiIMini1=1m I Ila - W 191 - ISI ISI ISI I I ISI ISI ISI ISI I II I1mmioiIIiihwI1NOI11I Iof TA--i---xxxxa x Wxxxxxxxaaxxx W B---._____T f SMP LAP JOINTS. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. m•mi mm ammt s am oma mM Amm x wCm 1010 Oa a000A1• m m IIO01 tae m a m aaasA 1 A ax5 a Ata/ -la m K I aY1Ot• KWNL a oaa ue Y a •oN • as am 4 A f m 41 & wm Aooia EI mo•lo( IliaaAnv •. a aw•o w assa xxx erAaA ymm V" m m s w m C. RC.• LG• RC LC xux m xtm s v or v sr SECTON A -A (SIDE VIEM 3- TALL V -BAH 20 GA GALV. STEEL MIN. YEILD STRENCTL• 50 K51 2- THICK 1, 3- r T 12 GA GALV. STEEL TOP ROVER BRACKET, EACH BRACKET ATTACHED W/(4) 14x5 ' SHEET METAL 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO ENO STILES WITH(Q /14x5/6' SHEET METAL SCRENS AND (4) 1/4-x3/4' SELF TAPPING SCREWS. SEE NEW V. 3' TALL 20 GA. GALV, STEEL U -BARS IN A 2-1-2-1 PATTERN (I.E. TWO U -BAMS ON BOTTOM SECTION. ONE U -6W ON NEM SECTION. ETC.). EACH U -EAR ATTACHED PER () 1/ T/ . SELF TAPPING SCREWS ATGA. GALY. TACHED WITH (2) #144. 5BOTTOM TB- SHEET METAL SCREWS. Clopay MPC: PAN -2F153 IwItE. 1 /3/97 IESC P011E1M UAW "6ITIFIG ' F Building Products 6W36LSON M1 4 soWio WAVH " JAC i. 5M Com an (513) 770-4600 ...... RCo. m 1I 7A1F1F;T I I rZ iT a F F , • v A ; DESIGN LOADS: +24.0 PSF i -24.5 PSF TEST LOADS: +36.0 PSF a -37.0 PSF uroo A. o7mA sml 4 N167 x 16'0'H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16V +24/-24.5 PSF TIAs MAoaa 101711 BC If DENSITY POLYSTYRENE FOAM OIAIUTION 1-5/16- THICK WITH NNTL HAIRCELL IV SALBACKER INSULATED MODELS ONLY) s 25 GA IAN. GALV. STEEL SKIN WITH A BA(EO-ON PRIMER. u er m A m xne,meP as AND A BAKED -ON POLYESTER mmx ME&= TOP COAT APPLIED TO BOT+ SIDES OF STEEL SAM. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. m•mi mm ammt s am oma mM Amm x wCm 1010 Oa a000A1• m m IIO01 tae m a m aaasA 1 A ax5 a Ata/ -la m K I aY1Ot• KWNL a oaa ue Y a •oN • as am 4 A f m 41 & wm Aooia EI mo•lo( IliaaAnv •. a aw•o w assa xxx erAaA ymm V" m m s w m C. RC.• LG• RC LC xux m xtm s v or v sr SECTON A -A (SIDE VIEM 3- TALL V -BAH 20 GA GALV. STEEL MIN. YEILD STRENCTL• 50 K51 2- THICK 1, 3- r T 12 GA GALV. STEEL TOP ROVER BRACKET, EACH BRACKET ATTACHED W/(4) 14x5 ' SHEET METAL 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO ENO STILES WITH(Q /14x5/6' SHEET METAL SCRENS AND (4) 1/4-x3/4' SELF TAPPING SCREWS. SEE NEW V. 3' TALL 20 GA. GALV, STEEL U -BARS IN A 2-1-2-1 PATTERN (I.E. TWO U -BAMS ON BOTTOM SECTION. ONE U -6W ON NEM SECTION. ETC.). EACH U -EAR ATTACHED PER () 1/ T/ . SELF TAPPING SCREWS ATGA. GALY. TACHED WITH (2) #144. 5BOTTOM TB- SHEET METAL SCREWS. Clopay MPC: PAN -2F153 IwItE. 1 /3/97 IESC P011E1M UAW "6ITIFIG ' F Building Products 6W36LSON M1 4 soWio WAVH " JAC i. 5M Com an (513) 770-4600 ...... RCo. m 1I 7A1F1F;T I I rZ iT a F F , • v A ; DESIGN LOADS: +24.0 PSF i -24.5 PSF TEST LOADS: +36.0 PSF a -37.0 PSF uroo A. o7mA sml 4 N167 x 16'0'H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16V +24/-24.5 PSF TIAs MAoaa 101711 BC CIIem¢ HMIW MIIm wIL umn mm mm! QGrCo., cons auur ons IIIlIa Meawaw =WW IMPACT RESISTANT EMASS8LY - wETAOILSIowwwlNoio1711 SECTION B -R (IMPACT -RESISTANT GLAZING OP(IONI aau Tr m MOO= M Sao IpO+ eli°a ImeMII FFm Rom uxaI /ol.rT PcIImI Om am wa rllq aw-rR Iuv FI11fTI0I Rare slam m FLIM wa 10 0 • AF•• FFMQX2Ion IrIaI[ em nowaFRW a STANDARD ASSEMBLY DETAILS DRAWING 10 171 1 -0 FFaY mm ww I.v amew a OIISII QWXL AOR TMT FMW FRUR 6 Rwolal TOW IMa.T solrt rIIIc UFF aAna Im &mwm wyr FIFA I6P0 sass. anIIFVL Sm 09 w 1 AC1Rp WES A1N1L OrmwL FaO1F /N29 a 0""g Orly OI WMR 0 APPOKOm 02 MSIR a ARaIWCL wM a0/W 2901. M Owa am AAOM aswsm a colftw CI wa Tm iMMII Imn M we lav RI01Imm_ of M dolma Lama am ON ami w"KI m R vII iI wi ACTOrtae lu. olrml I1 rw j/ Lr` ==1" 2 Clopay 1670 IDA r Building Products ,°30.'(oNs. (: mmnnnv (SI3) 70H 4" on" ORI r 0IL WL 68 I ISI (ATC I ssavlml LAD someJIIIIL=/ M s. mrloa I -I 00 USHM brio. IM SHEET 2 OF 2 11 — SQ IarBON loran w1 wQT ae soon Ia OR asMaasM aw wF PVMX13 ams A Fume wullw Mwsa wlmlaL am C Aar loo. I"m wm 0MVIMP IM wou wr o..I waw Ian a aalloe A FIL aMaaop Lal® wwES—R.A.- Fm mm aniwIl`m Aare wlaWli aon rinr 1/4'•T' TrOal aA IY 0alme OM w IMI. OONaIia ON r OESICNLOADS: +24.0 PSF t -24.6 PW IV WWI$ (ass Mono. I' Ia Alamo I®UIm ww wools TEST LAWS: +36.0 PSF ! -37.0 PSF MOON wr t CXXWMM wrt Im Imailllll awaa[ nu91 wino I WXL "Nuo"m M wr 11Wb LIM RSG m 0Rw MI -III. A IQJ® aam IO w r iso a/1Rm m X -m aman /ammo mmmm air msawooa 110 waaw R Man memu II (m OM LI mm Fm aY 29 M AIL a". Aim OO sm w M OIv, mm mm mu 11m MIOm7 W O IOODIY % ww AFI I/1 Ii/r 4tl 70P IIw4a OMY. —10 OarraII.10I Guam: n m M-0 T Ir aQ ra11""wno • I.+/I' nm r pmv. Om mm Asmm m 14 a WLv. IOIa lIM Oar W= It M wr, VW. wnma ASIOm m 00 Ino wm (4) JW_ TRACH CONiIaMATION 4) ii ABOVE 71¢ DOOR OPENOIGwNu[ I . M' will awe rwil a rA I/r w laaa DOES NOT AFFECT THE WINO r m Mu slag sm Tim oala Iad LOAD RATPIC OF THS DOM rdoos ml IFIaN aL /pR I 1ia. 11 IT wL Own wm am mapar or TI aw0nw SINICFA l aaaw MWL I[ Im OF III PRIU MK OF WM la M MwN a rEr Ia .1 OLv. 11m — M41OIr. IIQI IOP BRA( HOr3) 1q wa) Asa wM OOUBIL NORRONTAL TRICNsn1LTaIAMM .aOON)MM mm awmr IIIOO O® FOR rR 1/lar Liam al It warn 7) Irn-qT (000 Ip tea. IND wnaa n oso' L' p M. 7- 1ffm r.13 G Wv. "n wmm wmv. 6` ( 4) NAW Maaaq Fal WL Em LOW PH Lr` ==1" 2 Clopay 1670 IDA r Building Products ,°30.'(oNs. (: mmnnnv (SI3) 70H 4" on" ORI r 0IL WL 68 I Oi m anwa wo 10 TRACK *00 w m a® a°Ia am p 1, i I"mwm 0MVIMP IM wou wr ea Fm mm aniwIl`m rinr OESICNLOADS: +24.0 PSF t -24.6 PW TEST LAWS: +36.0 PSF ! -37.0 PSF W 4 1 16'0'W 116'0'H 1/3/97 amwT"' CLASSIC AND CH RP STEEL PAN IT' JAC DOUBLE -CAR, 16'W +24/-24.5 PSF IT, MWW osAvm "N' 101711 BC Florida Building Code Online Page 1 of 3 I usiness .. IProfessionalRegulation 59 or 10 R - SCIS Home I Log In I User Registration I Hot Topes I Submit Surcharge Stats & Facts { Pubbotlons I FBC Stall I SCIS Site Map I links Search I I0d a r Product ER: Pub Approval vt!!++++ /! USER: Public User Produtt Aooroval Menu >Product or Aoolicabon Search > Aoolirabon Lost > Application Detail FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I' MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE E Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Summary of Products Page 2 of 3 FL 31 Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).Ddf Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impacr Design Pressure: +55/-55 3).Ddf Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) impact 2).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 RI 11 08-02544A.pdf 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 Fn/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 Approved for use outside HVHZ: Yes SH(FLG waiver)5-81G 1-8A 52 1-8X84 1160(300918) Ddf Impact Resistant: No FL17499 RI C CAC MI Windows - 185 SH (Fin) (10),odf Design Pressure: +60/-60 Other: R-PG55 FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 11 08-02546A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.odf Created by Independent Third Party: Yes 17499.3 18S SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 RI C CAC MI Windows - 185 SH (Fin) Imoact 4).Ddf Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.DdfDesignPressure: +55/-55 Other: R-PG551, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.pdf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.Ddf Created by Independent Third Party: Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 111 C CAC MI Windows - 185 SH (Fin) (11).pdf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).pdfDesignPressure: +60/-60 Other: R-PG60 FL17499 R1 C CAC MI Windows - 185 SH (Flannel 10).DdF Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 11 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 117499.5 1185 SH 136x84 Fn/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQ,A,tDgtCUGgvjQiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13363)E1729.01.109-47-RO 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL37499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 RI C CAC MI Windows - 185 SH (Fin) (14).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60" 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02550A.Ddf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) 3). DdApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) 44).DdfDesignPressure: +50/-50 Other: R-PG50' FL37499 RI C CAC MI Windows - 185 SH Triple (Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Triple (Flange) 4 d Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 RI 11 08-02548A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.12df 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 FL37499 R1 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3).Ddf Impact Resistant: No FL17499 R1 C CAC Ml Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).Ddf Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 11 08-02547A.odf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.odf Created by Independent Third Party: Yes Back Nest Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850.487.1824 The State of Florida is an AVEE0 employer. COovrioht 2007.2013 State of Flenda.:: 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, 00 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 emailt 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: tamm® acl Credit Card Safe http://,A,Nm.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6BP... 9/7/2017 IJV 1 ES: i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENIS OF THE FLORIDA HUILOING CODE INCLUDING IHE HVHZ r.. :':000 FRAMING AND MASONRY 'OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONPY OPENING• IS THE RCSPONSIBILIIY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, SX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. VIHERE SHIM OR RUCK THICKNESS IS LESS THA14 1-1/2- WINDOW UNITS MUST BE AINCHVRCD THROUGH 111E rRAMC IN A(XOROA•NCE WITH MAIIUFACTURER'S PUOLISIICO INSTALLATION INSTRUCTIONS, ANGHOPS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5, Wtllr%E W900 DUCK r1;ICKNESS IS 1-1/2" OR GREATER, DUCK SHALL BE SECURELY FASICNCD 10 MASOtIRY, CCNCRETC OR OTHER STRUCTURAL SUBSIRATC. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED w000 BUCK IN ACCORDANCE WITH MANUFACTURER'S PUULISHCO IN_IIALLATION INSiRUC119NS. 6. f:IICRE I% BUCK IS NO] USED DISSIMILAR MATERIALS MUST BE SEPARATED Willi APPRCMEU COATING OR MET.IBRANE. SELECTION OF COATING OR MEMBRANE IS THE P.ESPONSIBILITi OF THE ARCIINCCT OR ENGINEER OF RECORD. 7 BUCKS SILALL EXTEND BEYOND WINoOlAf INTERIOR FACE_ SO THAT FULL FRAME SUPPORT I$ PROVIDED. 6 rOR rRN INSTALLATION SHIM AS N=. -OED. FOR rRAME QISTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD DEARING SI11M SHIM VIHERE SrACE OF 1/16" OR GREATER Or -CUPS MA,IIMUM ALL-11YABLE SHIM STACK TO BE 1/4". E. SHIMS SHALL BE LOCATED, AFkIED AND MADE FROM MATERIALS AND1 THICKNESS CAPABLE OF SUSIAINRJG APPLICABLE LOADS. 10 CARD L0:'%D DURATION FACTOR Cd= 1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL: EXTRUDED RIGID PVC 12. UNITS MUST BE GLAZED PER ASIT,! C1300-04/09. SEE SIIEET I4 FOR GLASS OEIAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NGl RCOUIREO TOR IRIS PRODUCT IW tVIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING TH:IoVGH FIN INTO WOOD FRAMING OR 2X BUCK USE ,}8. 1+900, SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 I/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOW14 IN ELEVATICINS AND INSTALLATION DETAILS. RLVLS,DIr,. , I REV I orscno"w I MTE I .a ROVEP 1 A I RiNlSE0 ANCHOR SPACING k CHARTS 1 07/1 1./20 161 R L. 15. FOR ANCIIORING THROUGH FRAME INTO WOOD rRAMING OR 2X BUCK USE P, 10 WOOD SCREWS WITH SUFFKAENT LENCTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SU35IP•AIC. LOCATE AIJCIIORS AS SHOtVN IH CLEVATIONS AND INSTALLATION OCIAILS 16. FOR ANCHORING 1IIROUCH FRAME INTO MASONRY/CONCRETE" USE 3/16' 1A -CONS WITH SUFFICIE14T LENGTH TO ACHIEVE A 1 1/4" MINIMUM CMUCDMEiJT IIITO SUOSTRAIC WITII 2 1/2•• MINIMUM EDGE DISTANCE LOCATE ANCIIORS AS SHOWN IN ELCVAIIONS AND IN51ALLAII014 DETAILS, 17, FOR ANCHORING TIIROUCII FRAME NATO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH surriCICNT LENGTH TO ACHIEVE 3 THREADS MINIMUM BErOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INISIALV•.TIOIJ ANCHORS SHALL 3C INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSIALIAIION INSTRUCTIONS AND ANCHORS SHALL NOT DE USEU IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD, MINIMUM SPECIFIC GRA`Art, OF G=0.42 D. CONCREIE: MINIMUM COMPRESSIVE S(RENGIH OF 7,000 PSI. C. MASONRY: Hi:LL9W/FILLED BLOCK PER ASTM C90 Willi Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 180A (.048') Ft=33KS1/rU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM I TABLE OF CONTEIITS 1 SHEET No I DESCRIPTION IIINOTES 2 — 4 I CLEVAI ONS 5 — 13 JIUSTALLATIOm DETAILS 14 1 L:DMMrONENTS SIGNED: 07/12/2016 AND 650 iW I T L0'fl'iASTREETEST GRATZ, PA 17030-0370 N\"\\ g1R v •GENS gJ1'y 1t• 0,.6125 #= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT NOTES o • AT OF ZORIOP ci.` mw". LVI No RLV%OAFS 0811: 1OF A 11 V` X1NTS °"E 12/09/14 =01°56 14 Rf1951WK 52" MAX FRAME WIDTH 52" MAX F14AME WIDTH RR Ilf:{RmIKW MfE I -'a'OfCO 2" M.AX — 16 2" MAX 2" MAX t6" --{ 2" MAX A PINISEO A14CHOR SPACING k CHARTS 07/11/2015 RA. MAX 0 C MAX O.C. I I y z"i y }— CHART #1 UNITS INSTALLED WITHOUT FILLERS 15" I IF" ill Number of anchor locations rogolrotl MAX I.LA7i O.C. O.C. O Frame Frame0LOO (In e.00 21.00 30.00 3aoo Izoo Ie.00 sxoo1INIOht ('n) Head Jamb Head Jamb Heed Jamb Head Jamb Head Jamb Heed Jamb Hood Jamb n e 2400 2 3 3 3 3 3 3 3 4 3 1 3 1 3 84" f 84" ; 30.00 2 3 3 3 3 3 3 3 4 3 1 3 1 3 MAX 1.14< _ 35.00 2 3 3 3 3 3 3 3 4 3 1 3 4 3 FRAME — -- FRAME 12.00 2 1 3 4 3 a J / 1 I 1 1 1 1 t1EI -HT I j 4EIGHT 48.00 2 4 3 4 3 1 3 1 1 4 1 1 1 4 7 J/ 61.00 2 s 3 5 3 5 3 s 1 s 1 s 1 s r A 60.00 2 5 3 5 J 5 3 5 1 6 1 S 1 5 16.00 2 5 3 s 3 5 J s 4 5 / 5 / 5 LU] [U] 72.00 2 6 3 8 J 6 3 6 1 6 1 8 1 8 76.00 2 6 3 6 J 6 3 8 1 6 1 0 5 8 04.00 2 6 3 8 3 8 3 6 4 18 1 7 5 7 X f/, X Jai 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART J I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART AI FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE SIGNED: 07/12/2016 MI WINDOWS AND DOORS L11(111rlriJ IJC:TES: ' 650 NEST MARKET STREET `9 R• Lp 1, MAXIMUM SrS1J 51.-7 E: ` I" k 3•i GRATZ, PA 17030-0370 r ••GENS•,9 2, MAXIMUM VMSASIIO.L.O.- 4! 5/8" X 2 1/2". 1 F 3 MAXIMUM FIXED 0.LA?.• 49 1/4" X 4!,". SERIES 185 ALUMINUM SINGLE HUNG WINDOW _ *• 0 5 • *= 52':{84" NON—IMPACT _ .vt • _ FLANGE do FINLESS ELEVATIONS ^73 TATE Oftv` HAROWARESCHEOULE DR-11"l'hJ NO A. 2 METAL SWEEP LOCK AT W FROM EACH END INTERIOR MEETING RAILN.G. M•E 08 `02546 A ONA j1E B.(2)BIOCKANDTACKLEBALANCEATIAMBS NTS 12/09/14 2 OF 14 E k FR HE 52" MAX Fill Will -- 2" MAX — I I_ 16" MAI( _.{ _ 2" AMAX G. C. 52" 11 rRAME WIDTH 16" MAX2' MAX — O.C. 2 MAX1- 1----1— I F I r" MAX U.0O'c 1 O / y/ 4" I 1fdCM GHT I II 4 xi OO.C. 52" 11 rRAME WIDTH 16" MAX2' MAX — O.C. 2 MAX1- 1----1— 185 ALUMINUM SINGLE HUNG WINOOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART /2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. hLAXIMUM SA511 SIZE. !)I" X 35". 2. MrXIvIUM SASH D.LO: 47 5/8" X 32 1/2". 3. h14YIMUM FIXED DLA 49 1/A" X 45" METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS Ff N51(VK I1F",ESiPipN b1E I A+1AM`[E1 REVISED ANCHOR SPACING & CHARIS 07/11,-'29) 151 R L. CHART #2 UNITS INSTALLED WITH FILLERS Frain • tbigh111n) MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON—IMPACT FLANGE & FINLESS ELEVATIONS IIRAWN: N0. N.G. 08-02546 scat NTS I '1 12/09/14`"IIEET3 OF 14 SIGNED: 07/12/2016 Jkg 1R 11LJ0Z11' r••.GEN`Sal`9J' 0 5 * AT OF F•'O ORLa? • `: 2.. I6" MAX OO.C. JY 84" MAX Ill HEIGHT x I rJill 185 ALUMINUM SINGLE HUNG WINOOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART /2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. hLAXIMUM SA511 SIZE. !)I" X 35". 2. MrXIvIUM SASH D.LO: 47 5/8" X 32 1/2". 3. h14YIMUM FIXED DLA 49 1/A" X 45" METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS Ff N51(VK I1F",ESiPipN b1E I A+1AM`[E1 REVISED ANCHOR SPACING & CHARIS 07/11,-'29) 151 R L. CHART #2 UNITS INSTALLED WITH FILLERS Frain • tbigh111n) MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON—IMPACT FLANGE & FINLESS ELEVATIONS IIRAWN: N0. N.G. 08-02546 scat NTS I '1 12/09/14`"IIEET3 OF 14 SIGNED: 07/12/2016 Jkg 1R 11LJ0Z11' r••.GEN`Sal`9J' 0 5 * AT OF F•'O ORLa? • `: I F1 HI lqir Rf..15'CMR ' 52" MAX FRAME WIDTH -- REV GF:.CRIEnON NrE a•fNEO 2" MAX 2" LV -.X — _ 10,. 2 MAX A REVISED A14CI•OR SPACING k (>f qTS 0711112e) 161 PL I I xI I i- - MAX 0 C. 10' MAX 0 C I I O 1 84. /. MAX 52- MAX FP,AVE WIDTH — 2" MAX - i0" r MAX U.C. I fl I IImo.—•—I— — — ter t••/J',f0yyy&&225 *= 10" MAX I OO.C. O TE I ` 8 A T- O• lC• F(0R1aP• IeX QrA: 1,o AME 1!'HT A FRA;AC I 4 X / dT I lqir Rf..15'CMR ' 52" MAX FRAME WIDTH -- REV GF:.CRIEnON NrE a•fNEO 2" MAX 2" LV -.X — _ 10,. 2 MAX A REVISED A14CI•OR SPACING k (>f qTS 0711112e) 161 PL I I xI I i- - MAX 0 C. 10' MAX 0 C I I O 1 84. /. MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REOUIREO ANCHORS SEE CHART f3 FOR SMALLER UNITS REOUIREO ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NO ICs. I. MA>,OAUM LASH SIZE' 51" X 36" 2. M -),MUM SASII P.L.O. 47 5/8" X 32 I/2" S. 1MA911AUM FIXED D.L.O.: 49 1/4" X 45" HARDWARE SCHEDULE CHART0 SIGNED: 07/12/2016 M650WINDOWS MARKETDOORS STREET GRATZ, PA 17030-0370 GENs, 4f ter t••/J',f0yyy&&225 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN ELEVATION O TE I ` 8 A O• lC• F(0R1aP• IIRa'xH. QrA: 1,o KI 08-02546 A FRA;AC sruc HartNTS 12 0914 4 OF 14 HEIGHT I A 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REOUIREO ANCHORS SEE CHART f3 FOR SMALLER UNITS REOUIREO ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NO ICs. I. MA>,OAUM LASH SIZE' 51" X 36" 2. M -),MUM SASII P.L.O. 47 5/8" X 32 I/2" S. 1MA911AUM FIXED D.L.O.: 49 1/4" X 45" HARDWARE SCHEDULE CHART0 SIGNED: 07/12/2016 M650WINDOWS MARKETDOORS STREET GRATZ, PA 17030-0370 GENs, 4f ter t••/J',f0yyy&&225 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN ELEVATION O TE I ` 8 A O• lC• F(0R1aP• IIRa'xH. QrA: 1,o KI 08-02546 A j S3`QNAj1E 10` fill IsrucHartNTS1209144OF14 WOOD FRAMING OR 2} BUCK UY OIIIERS BACKER ROO G: APPF.OVEO SEALANT EXTERIOR LaACKER ROD h APr'ROVEO SEaLANT WOOD FRAMING OR )_X BUCK BY 01HERS I/2" MIIJ EDGE DISTANCE 1 F(I MIN EA BEf)MENi SIIIM SPACE 10 WOOD SCREW INTERIOR 3/4" M!N EDGE DISTANCE METAL STRUCI I)RE B1' OTHERS 1/4" MAX. a FI r SHIM SPACE APPRi;`JED SEALANT IIIt lI EXTERIOR SILL TO BE SET A/4"igINABEDOF SILL TO BE SET IN A BEDOF A('PROVED STRVCTUP,AL 1SEALANT STRUCTURAL SLALANI1/4- MAX. BACKER ROD —A SHIM SPACE u APPROVED SEALANT \ BACKER BY OTI IERS L, APPROVED METAL"' SIIIM SPACE 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 ANDJOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 r+ensuxr, ' ACV prSGnmgw (`ATE I a,• GASO A REVSED NJCHOR SFACINC h CHARTS ()7/11/20161 RL 1 1/4" MIN 1/4' .TAX EMBEDMENT 541M SPACE INTERIOR MIN EDGE DISTANCE a 10 WOOD / \ I I 31 SCR['A' 10 SATS OR SELF DRILLING x'000 FRAL41NO \ SCREW OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD Ac AFPROVED SEALA14T I'I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" M INTERIOR _ _ ax. IIIFi SHIM SPACE I SMS OR SELF ORILIIN'v \ INTERIOR SCREWS \ ^ VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION A/4"ig SILL TO BE SET IN A BEDOF LJI, E r DIST N APPROVED 1 STRUCTURAL SLALANI EXTERIOR METAL STRUCTURE L ROD 1/4" MAX. BACKER BY OTI IERS L, APPROVED SIIIM SPACE EALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 DOORSX650iwDOWEST 11a IIL0M KED STREET, GRATZ. PA 17030-0370 F GENS giP SERIES 185 ALUMINUM SINGLE HUNG WINDOW o rn2 • # 52'X84" NON -IMPACT p"i • = FLANGE INSTALLATION DETAILS WITHOUT FILLERS p • KAT OF tv` nlawn. vy: +e. 1tv 5, ;;A* 4000P'•d 08 A IJTS G"`E 12/09/14 4c SS6OF Id L _ 2 1/2•• MIN aensunr.. UGE OISTANCEOFacv c,"ON I l L101=o C:ONCRLFC/MASOtII?Y ^ - '__ A RENSCC ANCHOR SPACING k CHARTS If 07/11/9016 RL. BY OTHERS a ' OI' I IC11Jt,1 f X 6Ui:K 1 1/4" MIN. SEC NOIES 3 - 7 , EMBEOMENT I 1/4" MIN. _ SHCC7 1 ' EMBEDMEN1 1 _ I I CONCRETE/MASOtIRY I - -- M MAX 1 /.F" k1AX, _ GY OTIICRS SNI6! SPACE B:1CKT:R I I SHIM :;PACE I , APPRCrvED S CALANT a 31%16" TAPCON 3/16" TAPCON r INTERIOR mll /-_ EXTERIOR INTERIOR 2llh" 2 A EDGE— DISTANCE I - EXTERIOR BACKER ROD f.• APPROVED D OPTIONAL 1X BUCK SCALA14T SEE NOTES 3 - 7 Ill TO BE SET SHEET I JAMB INSTALLATION DETAIL III A ?EO Oc CONCRETE/MASONRYINSTALLATIOV BACKER ROD / AVPROVED Gt ADPROANT / STRUCTURALSEALANT _ SEALANT OPTIOUAL IX BV -,;K\ _L•, 1 •'4" MAX. NOTES: SEC tlOTE 3 - \ ' l_ SHIM SPACE 1.INTER/OR ANO EXTERIOR FINISHES, BYOTHERS. ISHEET .\y, Z PERIMETER AND LARfTY JOINT2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE i DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/ 1/.A ONRY 11Y OTHERS , • • " ° 4 SIGNED: 07/12/2016 MI IWDOW EST aRAND DOORS J\\\\ 5tta I1` Io i// ET SlREEf GRATZ, PA 17030-0370 v •GENSF qlp SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 52"X84" NON -IMPACT = y ensr,ipr` VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS WITHOUT FILLERS o' $TATE OF CONCRETE/MASONRYINS TALLATION DR.WN Ira; I.o. wcv i'"Fs:°IORIQPN.G. a.e 08 $02546 n / ONAIt%` NTS 12/09/14 6 OF 14 riGID FILLED J III III \_ 10 WOOD SORE» I y INTERIOR r EXTERIOR ;~ HACKER ROU AP^ROVED SEAIlANT WOOD FRAMING OR 2X BUCK BY 01HErs REwavlr, RN OFSCRR'110N 1141E ••" 'T_D X4/4" I -IN h I REM_CC NJ01OR SPACING h CFlARTS 11)7/1 1 /2015 PA EDGE DISTANCE METAL 1 1/4" Mw 1/4" MAA STPUt:PJRE EMBEDMENT SHIM SPACE S1 DINERS 1/4" MAX r SHIM SPACE 1 APF ROVCD SEALANT RI ;ID rILLER ul 0 EXTERIOR I 4 l i Ill Ilf t Mw INTERIOR IfJ EDGE t 01liTANCC i 10 SMS OR y 112" 1.4114 SELF DRILLING SCREW EDGE DISTANCE xco0 FRAMING-- (- 0/'5 OR 21; BULK PACKER ROD Ur OTHER' 1 1/'4'• LAIN. RIGIn & APPRUVED t EMBC(?MENI v>•: • FILLER SEALA14F BACKER RODAPPROVEDSEA!ANT PTX;_! JAMB INSTALLATION DETAIL A LIED OF DIST 1i1J Sf IIAI SPACE riGID FILLED J III III \_ 10 WOOD SORE» I y INTERIOR r EXTERIOR ;~ HACKER ROU AP^ROVED SEAIlANT WOOD FRAMING OR 2X BUCK BY 01HErs REwavlr, RN OFSCRR'110N 1141E ••" 'T_D X4/4" I -IN h I REM_CC NJ01OR SPACING h CFlARTS 11)7/1 1 /2015 PA EDGE DISTANCE METAL 1 1/4" Mw 1/4" MAA STPUt:PJRE EMBEDMENT SHIM SPACE S1 DINERS 1/4" MAX r SHIM SPACE 1 APF ROVCD SEALANT RI ;ID rILLER ul 0 EXTERIOR I 4 l i Ill Ilf t Mw INTERIOR IfJ EDGE t 01liTANCC i 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW WOOD FR4IAING OR ZX MUCK-/// j EXTERIOR 0/'5 DY OTHERS PACKER ROD I x RIGIn & APPRUVED MIN. EDGE v>•: • FILLER SEALA14F APPROVED 08-02546 JAMB INSTALLATION DETAIL A LIED OF DIST 1i1J WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR METAL 1/4- MAX STPUCIUI .E SHIAI SPACE RY OTHERS 10 SMS OR INTERIOR 1 JM1" Mi•X SELF DRILLING SEALANT SCREW; CSHIM SPACE SIU. TO BE SET R I' L/ GRATZ, PA 17030-0370 GEMS 9+ 3/4.`— 0/'5SERIES185ALUMINUMSINGLEHUNGWINDOW IM A BED OF I x I iSIL_ TO BE SET MIN. EDGE v>•: • Rtv APPROVED 08-02546 n A LIED OF DIST 1i1JySTRUCTURAL114 ArPRDVEUSEALA`Il 5Tr• I ICTUPAL EXTERIOR 1 JM1" Mi•X BACKER ROD SEALANT CSHIM SPACE d APPROVED RIGID J BACKER SEALANT t /4" MAX. TILLER APIRGE0 r SIAM SPACE SEALANT METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION SIGNED. 07/12/2016 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION M650rIw004VMAETS KN0 DOORS STREET R I' L/ GRATZ, PA 17030-0370 GEMS 9+ 0/'5SERIES185ALUMINUMSINGLEHUNGWINDOW NON -IMPACT5ALX nS TIFLANGEINSTALLATION DETAILS WITH FILLERS p • $TAT OF nFS;c(ORI; CRAWN v>•: • Rtv 08-02546 n i /10NA j1E scar.owc[ ` NTS 12/04/14 7 OF 14 L 2 1/2" MIN. EDGE DISTANCE CONCR-CrUMASONRY —\ • ., BY OTHERS 1 a OPI10NAL IX BUCv, _ • . ° d 1 i/4" MIN. SEC NOTES 3 - 7 , EMBEDMENT i I/a" "IN SHEET 1 ". } EMBEGMEIJI COI:CRETE/ M.ASONRT 1/4" MAY..,Y OTHERS , IIALKCR ROD SHIM SPACE APrROVED `. SEAl.Ar11 FILLER \— 3/16" TAPCON 3/16" TAPCON III III . v EXTERIOR INTERIOR 2 b1IN2" 1 . J ' SEDGE DISTANCE I .. RIGID 111111 nLLCR VERTICAL CROSS SECTION CONCRET'EIMASOIVRY INSTALLATION Pc urnr• olsErmtulu Rr,rE an SO REVISED A10,OR SPACING k CHARIS 07/11/7016 RL. C,110MAL 1X BUCK SEE MOTC5 3 — 7 SHEET 1 I,I" MAY,. SHIM SPACE INTERIOR EXTERIOR BACKER ROD fc APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER OROM: N.G. 08-02546 NTS I LA"c 12/09/14 Iq,a,8 OF 14 SIGNED: 07/12/2016 J\S GEIVS' 4f' 9s i 0 5 •#= 70" 5'AT OF O•. 0RMtINN 0• 1 - I SILL 10 BE SET I BACKER FOD ., 1N A FED OF APPROVED A°PROVEO STRUCTURAL SEAlA 1T SEALANT a OPTIONAL IX BUCK 1/4" MAX. SEE NOTE 3 - 7 r_- SHIM SPACE SHEET I CONCRETE; Il.rS ONRY UY OTHERS n 4 VERTICAL CROSS SECTION CONCRET'EIMASOIVRY INSTALLATION Pc urnr• olsErmtulu Rr,rE an SO REVISED A10,OR SPACING k CHARIS 07/11/7016 RL. C,110MAL 1X BUCK SEE MOTC5 3 — 7 SHEET 1 I,I" MAY,. SHIM SPACE INTERIOR EXTERIOR BACKER ROD fc APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER OROM: N.G. 08-02546 NTS I LA"c 12/09/14 Iq,a,8 OF 14 SIGNED: 07/12/2016 J\S GEIVS' 4f' 9s i 0 5 •#= 70" 5'AT OF O•. 0RMtINN 0• L 1/2' MIH STRUCTURE A. APPROVED EDDISTANCEGE WC00 FRAMING OR ..t RUCK METAL STRUCTURE INSTALLATION UY OIHERS i SIGNED: 07/12/2016 METAL j TREEl PA SIRl1':TURF BY OT14ERS ter z*• 0 5 •+t= 52"X84" NON -IMPACT BACKER ROD- jO•• TATE pp Ba<wk Ar APPROVEDI I 1 •A" b10.X F•'°COR1aT: • \\ SEALLANTANT 1 IiIM SPACE APPRUVCO I! NTS °ALE 12/09/14 SI1C"9 OF 14 SEALANT @IU WOOD SCREW 1-' INTERIOR EXTERIOR BACKER ROD \ APPROVED SEALANT WOOD FRAMING OR 2X BUCK DY 01110"5 I I 3/4' MIN CUGE OISIANCE EXTERIOR I 1 J SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER 400 I;'4" MAX. & APPROVED r SHIM SPACE SEALANT I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 STRUCTURE BY OTHERS 1 1/4" MIN, 1/4• MAX. WSEDMENT SHIM SPACE 1J2" MIN EDGL DISIANCC R ..•JS OR SFI.r DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BC SET IN A BED OF ArPRO V EO SIRUCIURAL SEALANT 1/4" MAX SIIIM SPACE REVIssor. ' OE%. RRTOk IY'E I A'EP REVISER ANCHOR SPACING h CHARTS 07/11/2016 RE 1/4" MAX, 51111.1 SPACE INTERIOR JIO WOOD Wj EXTERIOR WOOD FRAlAiNG 014 2X BUCK it GALIcEl4 ROO8YOTHERS & APPROVED 51 1AoNT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 / kv" SHIM SPACE m _ 10 sM5 OR INTERIOR SELF DRILLIN" SCREWS r\rmul 4"-1 MIN. EOCF JL`b9DISTANCE 'a EXTERIOR 1 METAL -' BACKCR ROD STRUCTURE A. APPROVED BY OTiIERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 M650 IwDOWMARKETD DOORS L/OTREEl PA 5 ft . GRATZ, 17030-0370 GENSF 9,p SERIES 185 ALUMINUM SINGLE HUNG WINDOW ter z*• 0 5 •+t= 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS jO•• TATE pp Ba<wk Q%va W. REV F•'°COR1aT: • \\ N.G. 08-02546 A i s'S • • • • C-4 2/IoIIIA\\ NTS °ALE 12/09/14 SI1C"9 OF 14 r j 2 i/2- MO. EDGE OISTA14CE CONCRLTL/MASOfIRY BY OTHERS e n 1 1 /4" MIIJ SECNOIX F! Ii:. " ' . • a ' EMBEDMENT C tJOTES 3 - 7 SHEET I j 1 /4" MAX. _ I1ACKf.R ItOD —"' i C SHIM SPACE F APOROVED CALAN1 3/16" TAPCON Zia EXTERIOR I _ AL1 II INTERIOR V 1 SILL TO BE SET IN A BED OF SACKER ROD APPROVED do AGPROVEO STRUCTURAL JEA.l.AI1T ` SFALAIJI 7c— OPTIONAL IX BUCK\ 1 1 4" MAX. EC NOIE 3 - 7 F SHIM SPACESHEETI CON-'RETE/lAASONR:' —\ UY OTHERS " " , e a • e "' VERTICAL CROSS SECTION CONCRETEM.4SONRY INSTALLATION 1 1/4" MRI EMBEDMCNI CONCRETE/ M %SOf!RY ciY OTHCRS 3/1!:" TAPCON MIN. EDGE DISTANCE I EXTERIOR BACKER ROD l:• Arr ROV.D SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION AEvicl, IA(V OESCMPPON MTE +" p"p REVISED ANCHOR SPACING h CHARTS 07/11/7016 PL. CPIION.AL 1X RUCK SEE NOTES 3 — 7 SHEET 1 SIIIM SPACE INTERIOR NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 07/12/2016 M650 IyyDOwM DOORS I t MARKET L10ESTSR GRATZ, PA 17030-0370 v •'\ENSG SERIES 185 ALUMINUM SINGLE HUNG WINDOW Z*• 0J5 t= 52"XNON—IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER k TpS AT OF ty i'•• F(ORIOP• cRwmr U01 1:0. A1.v N.G. 08-02546 A sS/• ii1N111*'* r IJTS 0A`E 12/09/14 51¢1110 OF 14 T/2" MIN EDGE DISTANCE WOOD FRAMING OR a BULK Ur OrIIERS BACKER ROD Jr.APPF•OVFI? I t; A" MAX. SEALANT.9I TIM SPACE Pic"D —/ III ` R 10 WOOD SCREWFILLCK J — J—'L INTERIOR EXTERIOR BACKER ROD AP. -ROVED GEAL ANT WOOD FRAMING OR 2X RUCK BY OTHERS META' STRUCTUR, BY OTvER' APPROVCI SEALAN t 3/4" IN EDGE DIr144CE BILLER 1j 4" MAX. 0 SATS OR SELF (TRILLING r S11TM SPACL- RIGID BILLER 0 SATS OR SELF (TRILLING EXTERIOR I SCREW OR 2X SUCK OACKER ROU JL BY OTHERS / J & APPROVEO RIGID FILLER SEALANT INTERIOR WOOD FRAMING OR ZX BUCK INSTALLATION SILL TO BE SET IN A UEO OF APPROVED STRUCTURAL SCALAr1T I/4" MAX SACKER POO SHIM SPACE R APPROVED SEALANT r VERTICAL CROSS SECTION W000 FRAMING OR ZX BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A OED OF APPROVED STRUCTURAL SCAL.ANI 1/4" MAX SHIM SPACE Son ' OESCfMIg11 MIE anvaaLO REVISED A14CI40R SPACING R CHARTS 07/11/7015 P.L. 1 1/4" MIN, 1/4" MAX. EMBEOMEIIT SHIM SPACE I1 I/2" INTERIOR MIN EUC•E DISTANCE 10 WOOD SCREWCREW J—" EXTERIORJ// WOOD FRAMING' OR 2X SUCK OACKER ROUBYOTHERS / J & APPROVEO RIGID FILLER SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION METAL — STRUCTURE 1/4" MA,X GY OTHERS SHIM SPACE qlo SMS OR INTERIOR SELF DRILLING SCREWS 3/4" EOG DU(Ar1AnCE EXTERIOR 1 RIGID BACKER ROD FILLER A. APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 MI WINDOWS AND DOORS 650 WEST MARKET STREET IITTlllllll, J S R• Lo q% GRATZ, PA 17030-0370 GENy • p SERIES 185 ALUMINUM SINGLE HUNG WINDOW it• 0 5 += 52"XI NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS AT OF nnava• ua. we. OB-- acv j 20R1 • L2511 A F• it ,,2s NAiT 6` arvc NTS °a2 12/09/14 OF 14 2 1/2" MIN, pmslrkG , I acv orxamnoa DATE 11 -M-OKr- qlEDlGi6I:-,TANCE GUN! FL Ej b'A;iOHRY REMSEO ANCHOR SPACING k CHARTS 07/11/20161 P L BY OTHEFS v a e 1 1/4- MIN OF'HONAL 11i 6UCV . . ° EMBEDMErn SEE NOTES 3 - 7 `• _ 1 — 1 i/4" MIN — SHEET EMSCUME10 I/4 MAX,_ CONCRETr_/ MASONRY 6Y OTHERSr CPHONAL 1X BUCK SEE NOTES 3 7 UAi:KCR NOD —" . SHIM SPADE SHEET 1 h APPROVED v SC4LANf / F1010 / 3/16- TAPCON 3/16" 7APCOr! • ' 1 fs" MAY. FILLER 1{ 1 J I SHIM SPACE I I INTERIOR I Cr IEXTERIOR + _I 1 INTERIOR 1 112. MIN. c t r EDGE 1 OU f AfICE \ BAC EXTERIOR BACKER P,00 J & ArrP,OVEO RIGID FILLER CALART r- SILL TO BE SET JAMB INSTALLATION DETAIL TIN A BED OF CONCRETE/MASONRYINSTALLATION BACKER ROD A*PROVEO do A-PROVEO I STRUCTURAL SEA.LAHT\ _ SEALANT OPTIONAL 11; BUCK — \ i /4" 1AAY.. SEE VOTE 3 — % <j NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. SHIM SPACE SHEET i __ NOTSFIOWNFORCLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Ct)N RETE/MASONRY SIGNED: 07/12/2016 U't OTHERSa u • AND DOORSM650+IWDO`NESTMSTREETJ\SIIRIILo,//,,/ ET q+ GRATZ. PA 17030-0370 GENs SERIES 185 ALUMINUM SINGLE HUNG WIIJOOVI tfT• 6 NON -IMPACT o AAT STAX ATIFINLESSINSTALLATION OCTAILS WITH FILLERVERTICAL0• OF CROSS SECTION r<,` CONCRETE"SONRY INSTALLATION cR•Mt cr. ho acv 0 Ft10P • i+ 7ss/OtMS? O\\ 08-025465 A d1- NTS °"1c 12/09/14 12 OF 14 B v" 00 SCREW 7/ 1 G" MIt EDGE UISTAN 1 , /A" •l.•1 WOOD FRAMING Bi OTHERS 1/4" MAX. SHIM SPACE aE nSlrnr, ' OFSCRY•IWIa CATE I a—OVED REVISED NRCIl0R SPACING h CHARTS 07/11 /;00 1 fj PL. T I WQCU rNwING - _ 1.114" WN GY OTHERS SHIM SPACE INTERIOR n rl 1 t /4" U__Jpx_ MINEXTERIORJEMDEDMENTINTERIOR 98 W000 --' SCREW IIIIII EDDI 7/,MIN GE U1SrANCE EXTERIOR 7/16" MIN EDGE DISTANCE 13 Toon SCP.EW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 W'A'D FRAMING SIGNED: 07/12/2016 BY CITHERS MWINDOWS 000Rs Il\\\\Ri vG5EST KNo 51 vGRATZ. PA 17030-0370 GENS' Ip ; 95 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT V FIN INSTALLATION DETAILS pO•• AT O iy; cR wy ca. No. I:Ev N.G. o.,E 08 502 546 A NTS 12/09/14 13 OF 14 F2 .5/16" 1 7/6' 1 13/IG 2 3116" FLANGE FRAME HEAD FLANGE FRAME JAMB CM -18501 CM -1850.? ALUMINUM 6063 -TS .050- THICK ALUMINUM 6067-T5.050' THICK 2 5/15- FLANGE 16" FLANGE FRAME SILL CM -18502 ALUMINUM 6063-T5.055' THICK LOCK RAIL/STILE CM. 18505 ALUMINUM 6063-T5.062' THICK r 1" I{ GLAZING BEAD V-663 RIGID PVC .060' THICK FINLESS FRAME SILL CM -18554 ALUMINUM 6063-T5.055' THICK 2 5/ 1 G" SASH BOTTOM RAIL CM. 18555 ALUMINUM 6063-T5 050' THICK i 1 l GLAZING BEAD V-185 RIGID PVC 050' THICK 2 3/16 -{ I I I 1 FINLESS FRAME HEAD CM -18553 ALUMINUM 6063-T5.050' THICK 2 51"10- 4' 1 IC" 4" FIN FRAME SILL CM -18509 ALUMINUM 6063-T5.055' THICK i I/8" 2" L r MEETING RAIL CM -18504 ALUMINUM 6063-T5.055' THICK 1 3;8- r_ 15/16" 7 T SASH STILE CM -18507 ALUMINUM 6063-T5.050' THICK 2 3; 1 G" L J Lni- FINLESS FRAME JAMB CM -1851) ALUMINUM 6063-T5.050' THICK 2 3/IG" 2 5/16" FIN FRAME HEAD CM -16508 ALUMINUM 6063-T5.050' THICK 2 3/8" FIN FRAME JAMB CM -18510 ALUMINUM 6063-T5.050' THICK pm"5 I Rcv I DI'Scrt."oN I DATE I 1 1 A 1 REVISED NJCIlOR SPACING k CHARTS 1 07/11/77161 P.L 1/8" ANII. - - 1/8- ANN. METAL REINFORCED BUF1L SPACER EXTERIOR L_ I INTERIOR 5/8" 817E — SILICONE F— I I SEALA14T SCTIINC ULOCK GLAZING DETAIL A 3/16" ,1fdN EXTERIOR INTERIOR 5/8" I SITE J I~./_ SILICONE SFALANI mak II SETTING BLOCK GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS w ca; w. N.G. 1 08-02546 VAE NTS D'`'E 12/09/14 S"E" 14 OF 14 SIGNED: 07/12/2016 ILIoM7i// i 0 6 •*= 700 Q • AT OFF • t` Rev ii'FS OR%DV' A ONA j10\\ Florida Building Code Online M Summary of Products Page 2 of 3 FL # Model, Number or Name Description 15351.1 HS 188 Fn and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS351 R4 C CAC APC 97429.01-109-47 Fin and Approved for use outside HVHZ: Yes 97435.01-109-47 Flange.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 974 29.01. pdf FLIS351 R4 11 188HS Flange Non -Impact Fastener Schedule 08-01023B.pdf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FLIS351 R4 AE 511588B.odf Created by Independent Third Party: Yes Solutia. Glass was bedded in Dow 995 silicone with a 5/8" 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS351 R4 C CAC APC 99775.01-109-47 Fin and Approved for use outside HVHZ: Yes 99780.01-109-47 Flanoe.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FL15351 R4 11 188HS XOX Flange Non -Impact Fastener Schedule 08-01156B.odf FLIS351 R4 11 Installation Instructions - 188 HS (XOX) As Tested 99775.01 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 FLIS351 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" FLIS351 R4 11 Installation Instructions - 188 HS Impact annealed laminated glass comprised of 2 sheets of 3/32" FIN 73x62 Product 3.odf 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.odfApprovedforuseoutsideHVHZ: 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 FLIS351 R4 II Installation Instructions - 188 HS Impact Solutia. Glass was bedded in Dow 995 silicone with a 5/8" FIN 73x62 Product 4.Ddf glass bite. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.5 1 HS 188 Flange Frame I 73x62 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 FLIS351 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 08-0 1 1 618 Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/Pi _app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWlau... 9/7/2017 Florida Building Code Online Page 1 of 3 Business & Professional Regulation• M, SCIS Home Lop In I User Registration I Hot Topics SubmR Surcharge I Stats 6 Facts ; Publications FBC Stall SCIS Site Map Links Search r Product Approval I USER: Public Userdbp Product Approval Menu > Product or Application Search > Application List > 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 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 FBI MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 1Z Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 11/18/2016 11/18/2016 12/01/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,ArtDgtH8572gvdWIan... 9/7/2017 Florida Building Code Online L." Summary of Products Page 2 of 3 FL tt 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 FLIS349 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 11 08-023578.Ddf 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 FLIS349 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 H 08-02949.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 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 FLIS349 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 / S/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.Ddf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 8272.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" FLIS349 R8 11 08-01614B.Ddf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 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 FLIS349 R8 Il 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 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 12136.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947.Ddf http://w-A,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH 8572gvdW]an... 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 FLIS349 R8 AE 513781.Ddf Created by Independent Third Party: Yes Back Neat Contact Us :: 2601 &air Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida 6 an AA/EEO employer. Copyright 2007.2013 State of Florida.:. Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, emall 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 *mall address If they have one. The !malls provided may be used for official communication with the licensee. However !mall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dict h= Product Approval Accepts: 0 Credii Card Safe http://www. fl oridabuil ding. org/pr/Pr_app_dtl.aspx?param=wGEVXQv.rtDgtH85 72gvd WIan... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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. DESCRIPTION MR[ APPROVED REVISED INSTALUATKIN 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 810 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 810 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/FlLLEO BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048' FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT NOTES TABLE OF CONTENTS DRAWN: Ow0 NO SHEET NO.1 DESCRIPTION J.L. 08-02357 1 1 NOTES lw`E NTS E 09/03/14 s"MI OF 12 2 — 3 JELEVATIONS. CHARTS AND GLAZING DETAILS 4 — 12 IINSTALLA11ON DETAILS L ROSERM LOWS P E. 1412 WOODFORD RD (EWISVXLE. MC 27013 434-M-0609 Aomas bbnuspe mm SIGNED: 11/15/2016 NJ` S G E N`r''9 i F• IIT TAT 6EOF B NA 11E G`. Luis R. Lomas P.E. FL No.: 62514 72 1/2' MAX FRAME WIDTH 6" MAX—F_ I 18' MAX O.C. 6" MAX 18" MAX D.C. I 71 1/2" MAX FRAME HEIGHT 1/0 REFER TO CHARTS 81 do #2 FOR NUMBER OF ANCHORS REQUIRED 6" MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH rr 18' MAX O.C. — 6" MAX 6' j I 71 1/2" 18 — MAX MAX O.C. FRAME T HEIGHT f REFER TO CHARTS -I' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 01 do /2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF I NONE NOTES: 1. MAXIMUM O.L.O.. 69 3/4'X663/4' REVMNS REV DE90FWMM 011E I APPROVED A REVISED UISTAI.IATION DETAILS 1 06/01/15 IRL B REVISED NAME AND ADDRESS 1 10/27/16 1 R.L. CHART al Frame Height M) CHART F2 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 WURM on N0. J.L 1 06-02357 sriuE NTS °` 09/03/14 1 SHM2 OF 12 L ROBERTO LOMAS P E. 1432 WVODFORD RD LEWISVILLE, NC 27023 a4.6ss•o661 rabmas aumwecrm SIGNED: 11/15/2016 11a I li 0 i// i r•.GENs 9 i iyAAT51 OF , 0 FI A,ORIQP • ONA 1\ x Luis R. Lomas P.E. FL No.: 62514 Number o/ anchors required (without rigid fillerV Frame Frame width (in) Flelghl 2400 70.00 36.00 42.00 41.00 61.00 60.00 66.00 77.60 Ilnl HAS amb HAS am6 His Im6 His am0 H65 amb HAS amD His Jamb H65 amb HAS amb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 7000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 600 2 s 2 3 3 3 3 3 3 3 4 3 4 3 S 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 5 3 6 3 11.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 36 3 61.00 2 4 2 4 3 4 3 4 3 4 1 4 S 4 6 4 7 4 60.00 2 4 2 4 3 4 3 5 3 S / 5 S S 6 5 7 S 06.00 2 1 2 4 3 5 3 5 3 5 4 6 5 6 6 6 7 6 7160 2 S 2 S 3 S 3 6 3 6 4 7 5 7 6 7 7 7 Frame Height M) CHART F2 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 WURM on N0. J.L 1 06-02357 sriuE NTS °` 09/03/14 1 SHM2 OF 12 L ROBERTO LOMAS P E. 1432 WVODFORD RD LEWISVILLE, NC 27023 a4.6ss•o661 rabmas aumwecrm SIGNED: 11/15/2016 11a I li 0 i// i r•.GENs 9 i iyAAT51 OF , 0 FI A,ORIQP • ONA 1\ x Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6 MAX 72 1/2 MAX FRAME WIDTH r 18' MAX O.C. L MND1cDOORS, ST. j 18' j SERIES 185 ALUMINUM FIXED WINDOW MAX O.C. ELEVATION 8: CHARTA Sr— Frame O•; FIN 1;0,*':c OR10• 1/2' owe No. Rlv IAX 08-02357 g AME IGHT scilc aTENTS 09/03/14 3 OF 12 L.RMERrOLOAUSPE 1432 WOOOFORO RD LE WLSME, AIC 27023 Height 71.00 j REFER TO CHART #3 —,-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 I / 18' MAX O.C. 71 1/2' MAX FRAME HEIGHT I l fl 6' MAX REFER TO CHART #3 - FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF I NONE NOTES: 1. MAXIMUM D.L.O.: 693(4'X663(4' REV6gN5 REV DESCRIPTION GATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CHART A3 SEE SHEET 8 FOR INSTALLATION DETAILS SIGNED: 11/15/2016 MI WINDOWS LLCMND1cDOORS, ST. Number of anchors ragulmd GRATZ, PA 17030 n Installation SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT ELEVATION 8: CHARTA Sr— Frame O•; FIN 1;0,*':c OR10• oaAwN owe No. Rlv Frame width (in) 08-02357 g 1ONA;` f l G Luis R. Lomas P.E. scilc aTENTS 09/03/14 3 OF 12 L.RMERrOLOAUSPE 1432 WOOOFORO RD LE WLSME, AIC 27023 Height 71.00 30.00 36.001 41.00 1 48 1 61.00 1 60.00 66.00 7260 in) H65 amb His am0 !IS—Jamb His JambiH65 Lamb H65 Jamb H65 Jamb His Lomb Nis mb 21.00 J J J J J J 4 J 4 3 4 3 5 J 5 J 6 J 30.00 J 3 J 3 3 3 4 J 4 3 4 3 S 3 5 J 6 3 36.00 3 3 3 3 J 3 4 J 4 3 4 J 5 J 5 7 6 J 12.00 J 4 J 4 J 4 4 4 4 4 4 4 5 4 S 4 6 4 46.00 J 1 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 61.00 J 4 J 4 3 4 4 1 1 4 4 4 5 4 5 4 6 4 60.00 3 5 J S J S 4 S 4 S 4 5 5 5 S S 6 5 66.00 3 S J S 3 S 4 5 4 5 4 5 5 S 5 5 8 5 71.60 J 6 3 6 J 6 4 5 4 6 4 6 5 8 1 S 1 6 1 8 6 SEE SHEET 8 FOR INSTALLATION DETAILS SIGNED: 11/15/2016 MI WINDOWS LLCMND1cDOORS, ST. J\S11fEILIo GRATZ, PA 17030 ET J ,••G Ns •+ IV9ATP OFAQrz: SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT ELEVATION 8: CHARTA Sr— O•; FIN 1;0,*':c OR10• oaAwN owe No. Rlv 08-02357 g 1ONA;` f l G Luis R. Lomas P.E. scilc aTENTS 09/03/14 3 OF 12 L.RMERrOLOAUSPE 1432 WOOOFORO RD LE WLSME, AIC 27023 431.66e.a .9 ,O0m*$@*ldmAW0" FL No.: 62514 REVISIONS 1/2" MIN REV DESCRIPWIM CATE APPROVED rEDGE DISTANCE3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R L. WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 RL. OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEALANT SMS OR 110 WOOD SCREW SEL# 10 SELF GRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 110 SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED 1/4" MAX. APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. METAL STRUCTURE NOTES: BY OTHERS EMBEDMENT BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 3/4 MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/2" MIN EDGE DISTANCE DESIGNED INACCORDANCE WITHASTME2112 EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT 1/4" MAX. I r SHIM SPACE 1/4' MAX r SHIM SPACE 1/2" MIN. 3/4" MIN. EDGE DISTANCE EDGE DISTANCE INTERIOR SIGNED: 11/15/2016 INTERIOR L MI WINDOWS ANDLLCMaDKDOORS, ET ST. R. to 110 WOOD 110 SMS OR GRATZ, PA 17030 GENS• 11+ SCREW SELF DRILLING SCREWS SERIES 185 ALUMINUM FIXED WINDOW*• 0 6 *= WOOD FRAMING EXTERIOR METAL 73" X 72" NON—IMPACT EXTERIOR FINLESS INSTALLATION DETAILS WITHOUT FILLERS E OFty OR 2X BUCK BY OTHERS BACKER ROO STRUCTURE BACKER ROD DRAW D aEv 40APPROVED SEALANT SEALANT BY OTHERS APPROVED SEALANT OB -027357 e s ONAL JAMB INSTALLATION DETAIL a>E JAMB INSTALLATION DETAIL NTS 09/03/ 1 a 4 OF 12 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L. ROBERTO LORTAS P.E. Luis R. Lomas P.E. 14M W000FOR0 RO LEWISVXLE. NC 27123 FL No.: 62514434-w4m AbmaS@kbmn" 03 R REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2 MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I 9 REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. a• EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 - 7 SHEET I CONCRETE/MASONRY BACKER ROD 1 a MAX.MAx. OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16- TAPCON EXTERIOR INTERIOR 3/16- TAPCON b INTERIOR 3/16" TAPCON BACKER R00 APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL lx BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 SHEET IEDGE DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS 1 1/4" MIN. APPROVED SEALANT EMBEDMENT a., EMBEDMENT JAMB INSTALLATION DETAIL 1' .. a CONCRET&WSONRYINSTALLATION 2 1/2 MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/2016 MI WIND DOORS, LLC I1` oWw. MNDK PA RKET`\`\ 0, o GRATZ. 17030 GENS J, NOTES: SERIES 185 ALUMINUM FIXED WINDOW I.INTERIORANDEXTERIOR FINISHES, BYOTHERS. NOT FOR 73" X 72" NON—IMPACT SHOWN CLARITY FINLESS INSTALLATION DETAILS WITHUT FILLERS 0 TAT OF2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN• 0. j'' R ORD N0. REV O R10r 08 57 B Ss aIVA G scuE DATE NTS 09/03/14 5 OF 12 L. ROGERTO LOADS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 4344M-0609Ab=s@&bmnmcom FL No.: 62514 1 1/4" MIN. 1/4- MAX. EMBEDMENT I SHIM SPACE RIGID FILLER 1/2" IN EDGE DISTANCE I VINTERIOR 10 WOOD - SCREW WOOD FRAMINGEXTERIOR OR 2X BUCK BACKER ROOBYOTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER 3/4" MIN. INTERIOREDGEDISTANCE 10 SMS OR SELF DRILLING SCREWS REVISIONS EXTERIOR 1/2" MIN. BACKER ROD BY OTHERS h APPROVED REv OESCRunDN are I APPROVED SEALANT r EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 RL. WOOD FRAMING I I/4" MIN METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4 MAX. SHIM SPACE 1/4" MAX. BACKER ROD SHIM SPACE BACKER ROD k APPROVED k APPROVED RIGID FILLER SEALANT RIGID FILLER SEALANT 110 SMS OR 10 WOOD SCREW SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR X10 SMS OR fJ10 W000 SCREW SELF DRILLING SCREW BACKER R00 RIGID FILLER BACKER ROD RIGID FILLER dt APPROVED 1/4" MAX. do APPROVED 1/4" MAX. SEALANT SHIM SPACE SEALANT SHIM SPACE W000 FRAMING 1 I/4" MIN. METAL NOTES' OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. BY OTHERS NOT SHOWN FOR CLARITY. 3/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. 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 SHIM SPACE RIGID FILLER 1/2" IN EDGE DISTANCE I VINTERIOR 10 WOOD - SCREW WOOD FRAMINGEXTERIOR OR 2X BUCK BACKER ROOBYOTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER 3/4" MIN. INTERIOREDGEDISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS h APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS ORAIN ON'0 NO REV J.L. 08-02357 B SUES NTS — 09/03/14 —ET6 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVR.LE. NC 27023 44.668-0609 4b."Lp"Mmsmoom SIGNED: 11/15/2016 0 f,/i o T OF`w O . R%01' 10NA,y a\\ Luis R. Lomas P.E. FL No.: 62514 RENSIONS ' OESCRIPTIDN MIE APPROVEO 2 1/2" MIN. REVISED INSTALLATION DETAILSJA 06/01/15 R.L EDGE DISTANCE REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a I 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1-f'7-7 CONCRETE/MASONRY BACKER R00 1/4" MAX. BY OTHERS 1/4" MAX APPROVED SHIM 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 INTE RIOR 3/16" TAPCON BACKER R00 APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. a •''. SEE NOTE 3 - 7 EDGE SHEET 1 DISTANCE EXTERIOR r CONCRETE/MASONRY BACKER ROD BY OTHERS e • 1 1/4" MIN APPROVED s EMBEDMENT SEALANT a. JAMB INSTALLATION DETAIL e ' a CONCRETEIWSONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED., 11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11'11111v,, R' L 0 1 GRATZ, PA 17030 J S GENy p NOTES 1. INTERIOR AND EXTERIOR FINISHES.9YOTHERS, SERIES 185 ALUMINUM FIXED WINDOW*M-TAT 5 * NOT SHOWN FOR CLARITY, 73" X 72" NON -IMPACT 0 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 00 OF „ DESIGNED IN ACCORDANCE WITH ASTM E2112 Q(i10P• \ DRAW OR6 NO REv 08 B SME NTS GATE 09/03/14 SNEET 77 OF 12 SI11NA 110aG` L. ROSERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 6251434 -mo -O609 RbMS@* nwv@ wm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4" MIN F EMBEDMENT 1/4" MAX. SHIM SPACE 010 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE i— 3/4 . MIN.^' 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW REM"S REV DESCRIPTION DUE &PPROVEO A REVISED INSTALLATION DETAILS 06/01/15 RL B REVISED NAME AND ADDRESS 10/27/16 RL. EXTERIOR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK EXTERIOR INTERIOR BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 010 SMS OR 010 WOOD SCREW SELF ORILLING SCREW BACKER ROD & RIGID FILLER BACKER ROO & RIGID FILLER APPROVED SEALANT 1/4" MAX APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. SHIM SPACE NOTES. W000 FRAMING 1 1/4" MIN. METAL 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, OR 2X BUCK STRUCTURE14 NOT SHOWN FOR CLARITY BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 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 1/2 MIN. EDGE DISrANC INTERIORI 010 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE 1 3/4" MIN. INTERIOR EDGE DISTANCE 7,1 010 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN•NO. OWfi R J.L. 08-02357 SME NTS o"c 09/03/14 —ET8 OF 12 L. ROBERTO LOMAS RE 04M WOODFORD RD LEWISVXLE, NC 27023 3r6W&W9 AoMas trbmaVe.WM SIGNED: 11/1512016 51\IR11I! !111 o ,/// i ZZ C- TAT OF LEI— Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD do APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROO k - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE e. 1 1/4" MIN. e' EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON 1/4" MAX. SHIM SPACE 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT 1 1/4" MIN EMBEDMENT o CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK • SEE NOTES 3 - 7 SHEET I 3/16" TAPCON 2 1/2" MIN. : a EDGE REMSIONS • REV OMRVWN 0 -TE APPROVED A REV15E0 INSTALLATION OErAILS 06/01/15 R.L. B REv15E0 NAME ANO ADDRESS 10/27/16 IRL I 1/4" MAX. SHIM SPACE INTERIOR DISTANCE7 EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WINDOWSDOORS, LLCMNKDETST. GRATZ, PA 17030 v •GENSt•"fiP% SERIES 185 ALUMINUM FIXED WINDOW*• O 61 73" X 72" NON -IMPACT ATFLANGEINSTALLATIONDETAILSWITHOUTFILLERSO OF DRAW ORG NO REV i'lC 'OR1a J.L. 08 02E357 B 1` G` aiEMzNTS 09/03/14 9 OF 12 ONA L RMRTOLOWS PE. I An WOODFORD RD LEWISVXL E. NC 270M LUIS R. Lomas P.E. 434.666.0609 dk as*klw=sp*com FL No.: 62514 EXTERIOR 1/2" MIN. INTERIOR SCREWS INTERIOR rEDGE DISTANCE EXTERIOR STRUCTURE WOOD FRAMING 1 1/4' MIN. 110 SMS OR 3/4" MIN OR 2X BUCK EMBEDMENT METAL EDGE DISTANCE BY OTHERS BACKER ROO k STRUCTURE BACKER ROD do RIGID FILLER BACKER ROD do BY OTHERS 1/4- MAX. 1/4" MAX. APPROVED SEALANT 434,6W4609 , ybwsWw„I SHIM SPACE SPACE 1/4" MAX. 1/4" MAX r BACKER ROD k SHIM SPACE SHIM SPACE APPROVED SEALANT BACKER R00 k WOOD FRAMING BEHIND FIANCE RIGID FILLER APPROVED SEALANT RIGID FILLER EM FOMENT 110 WOOD SCREW BEHIND FLANGE 110 SMS OR BY OTHERS SELF DRILLING 3/4- MIN SCREW EXTERIOR EXTERIOR INTERIOR SCREWS INTERIOR METAL EXTERIOR STRUCTURE SERIES 185 ALUMINUM FIXED WINDOW WOOD FRAMING 110 SMS OR 110 WOOD SCREW TAT OF 0 SELF DRILLING EXTERIOR BY OTHERS BACKER ROO k SCREW BACKER ROD do RIGID FILLER BACKER ROD do RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT 434,6W4609 , ybwsWw„I BEHIND FLANGESHIM SPACE BEHIND FLANGE 1/4" MAX SHIM SPACE WOOD FRAMING METAL OR 2X BUCK EM FOMENT STRUCTURE BY OTHERS71 BY OTHERS 3/4- MIN 1/2" Mw 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 r SHIM SPACE T— I DISTANC RIGID FILLER 1/2" MIN. EDGE INTERIORI 110 WOOD — SELF DRILLING MI WINDOWS DOORS, LLC SCREWS SCREW METAL EXTERIOR STRUCTURE SERIES 185 ALUMINUM FIXED WINDOW WOOD FRAMING BACKER R00 do APPROVED SEALANT TAT OF 0OR2XBUCKEXTERIOR BY OTHERS BACKER ROO k METAL STRUCTURE INSTALLATION APPROVED SEALANT B BEHIND FLANGE s"K NTS I WE 09/03/14 1 s""110 OF 12 JAMB INSTALLATION DETAIL L ROBERTO LOMAS P.E. 14M IM000FORD RO LEWISVRAE. NC 27023WOODFRAMINGOR2XBUCKINSTALLATION I 1/4" MAX. SHIM SPACE RIGID FILLER 3/4- MIN. INTERIOR EDGE DISTANCE 110 SMS OR SELF DRILLING MI WINDOWS DOORS, LLC SCREWS MARK ST.`J g METAL EXTERIOR STRUCTURE SERIES 185 ALUMINUM FIXED WINDOW BY OTHERS BACKER R00 do APPROVED SEALANT TAT OF 0 BEHIND FLANGE oWG NO. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REM510NS ' REY OESCRRIIIOM WE -PPRWEO A REVISEO INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND AODRESS 10/27/16 R.L. NOTES: 1 INTERIOR AND EXTERIOR FINISHES. BYOTHERS. 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 11 IoMARKST.`J gET 9 zF0,9CRATZ. PA 17030 r• •SVG SERIES 185 ALUMINUM FIXED WINDOW z:: oy6126 * 73" X 72" NON—IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TAT OF 0 DRAWN. oWG NO. REV 08 B s"K NTS I WE 09/03/14 1 s""110 OF 12 L ROBERTO LOMAS P.E. 14M IM000FORD RO LEWISVRAE. NC 27023 LUIS R. Lomas P.E. 434,6W4609 , ybwsWw„I FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN EDGE DISTANCE P e• 1 1/4" MIN EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT v CONCRETE/MASONRY BY OTHERS _ I 1/4" MAX. SHIM SPACE OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 RIGID FILLER V 3/16" TAPCON INTERIOR D[.SCRIVIIDN 0 -TE I APVIIOVED REVISED INSTALLATION DEI ILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. 41 1/4" MIN. a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 2 1/2" SIGNED: 11/15/2016 MIN. 1 I111111Noyes: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. ST. 650W. GRATZ N\0 i EDGE v SERIES 185 ALUMINUM FIXED WINDOW*• DISTANCE 0 6 # EXTERIOR L_ Q G E BACKER ROD & FLANGE INSTALLATION DETAILS WITH RIGID FILLERS A TAT OF APPROVED SEALANT BEHIND FLANGE MwN• JAMB INSTALLATION DETAIL CONCRETEAMSONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 1 I111111Noyes: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. ST. 650W. GRATZ N\0 i NOT SHOWN FOR CLARITY. PARKET 17030 SERIES 185 ALUMINUM FIXED WINDOW*• 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE 0 6 # DESIGNED IN ACCORDANCE WITH ASTM E2112 73" X 72' NON -IMPACT Q G EFLANGEINSTALLATIONDETAILSWITHRIGIDFILLERSATAT OF RIa* G MwN• owc No. aLv J. J.L. 08--0' L2E357 B S1ONA 11Ea LNTS ale 09/03/14 11 OF 12 L. ROSERTO LOMAS PE. 14M WOODFORD RD LEWISVILLE. NC 27023 LU15 R. Lomas P.E. FL No.: 62514434-OW9 Abnws®&bM3W EXTERIOR 1/4" MAX I r SHIM SPACE 3/8" MIN EDGE DISTANCE N6 WOOD WOOD SCREWI FRAMING APPROVED IF'—_ 1 1/4_ MIN. 8Y OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT v I T APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 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 omvm owc No J.L. 08-02357 SCUE NTS I O"'E 09/03/14 1 X112 OF 12 L. ROHERTO LOMAS P.E. 1132 WOODFORD RD LEWTSVXLE. NC 27023 434.600.0009 4b as@NPnusm Co. SIGNED: 11/15/2016 ILI0/,,i GENS 9s• TAT OF0. r<, Ss-NA 11E v`". Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV OESCRIPRON O&TE ROVEO A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED 0 REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING ,I 1/4_ MAX 3/8" MIN BY OTHERS SHIM SPACE EDGE DISTANCE p6 WOOD INTERIORSCCREWREW 1 EXTERIOR 1/4" MAX I r SHIM SPACE 3/8" MIN EDGE DISTANCE N6 WOOD WOOD SCREWI FRAMING APPROVED IF'—_ 1 1/4_ MIN. 8Y OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT v I T APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 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 omvm owc No J.L. 08-02357 SCUE NTS I O"'E 09/03/14 1 X112 OF 12 L. ROHERTO LOMAS P.E. 1132 WOODFORD RD LEWTSVXLE. NC 27023 434.600.0009 4b as@NPnusm Co. SIGNED: 11/15/2016 ILI0/,,i GENS 9s• TAT OF0. r<, Ss-NA 11E v`". Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 usiness & Professional Regulation the Evaluation Report Florida License PE -62514 Quality Assurance Entity rig Quality Assurance Contract Expiration Date BOS Home I Log In I User Registration Hot Topics Subml[ Surcharge I Stats B Facts E Publications FBC Staff f BCIS Site Map Links Search Steven M. Urich, PE Product ApprovalrUSER: Public User Product Approval Menu > Produc[ Dr ADphcahon Search > Application Ust > 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 Ext 2560 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 a Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE U 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 CO) FLCOI.odf 1710.5.3 Method 2 Option B http://www.floridabuilding.org/pr/pr app_dtl.aspx9param=wGEVXQvADgtH8572gvdWIS... 9/7/2017 Florida Building Code Online 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 Page 2 of 3 FL if I 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.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512072A.odf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01439A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512063A.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01449A.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 FL35353 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01440A.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 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 11 08-01442A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512066A.Ddf length - 83". Created by Independent Third Party: Yes 15353.6 CM -18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.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 FL35353 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.7 CM -18523 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.odf span - 104-1/4". Created by Independent Third Party: Yes 115353.8 1 CM -18531 I Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL15353 R2 11 08-01443A.odf Verified By: Luis R Lomas, PE PE -62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ"DgtH8572gvd WI S... 9/7/2017 Florida Building Code Online 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" 1 Created by Independent Third Party: Yes Page 3 of 3 115353.9 1 CM -18532 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01453A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM -18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F115353 R2 11 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.Ddf span: 83" Created by Independent Third Party: Yes 15353.11 CM -18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01454A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A.Ddf span: 104-1/4". Created by Independent Third Party: Yes Beck Nerzt Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida a an AA/EEO employer. Coovrioht 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 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), Flonds Statutes, effective October 1, 2012, llteni;M licensed under Chapter 455, F.S. must provide the Department with an email address H 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 click here . Product Approval Accepts: LRYMP trrr. © , Credit Card Safe http://,,A-Arw. fl oridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQ\A,tDgtH85 72gvd WI 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=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIREO DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIREO DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W I + W2 2 REVISIONS REV I OEWRIPIION OA1E I APPROVED A I REVISED INSTALLATION DETAILS 06/10/I5 1 RL. 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 V.L. I - 08-01439 VAE NTS JOAlE 01/11/12 SNEEi l OF SIGNED: 06/11/2015 WI L W2 -- 107 3/8' COMBINED WIDTH 107 3/8" Pressure ratingI COMBINED WIDTH COMBINED WIDTH W1-I w2WIIrW2 F_ 83"1 37.36 1 BY1FRAME 49.63 83" FRAME HEIGHTHEIGHTWINDOWWINDOWIMULLIONMULLION SPAN) 1 L1 SPAN) WI L W2 -- 107 3/8' COMBINED WIDTH 107 3/8" Pressure ratingI COMBINEO WIDTH COMBINED WIDTH W1-I w2 25.00 F_ W2 37.36 130.0 BY1 127.0 49.63 83" FRAME HEIGHT WINDOW WINDOW FRAME HEIGHT MULLION WINDO MULLION SPAN) 26.3 72.00 SPIN) WI L W2 -- 107 3/8' COMBINED WIDTH 107 3/8" Pressure ratingI 25.00 COMBINED WIDTH Tributary width (In) 16.13 25.50 36.00 42.00 46.00 52.13 25.00 F_ W2 37.36 130.0 130.0 127.2 127.0 127.0 127.0 49.63 83" 1 J WINDOW FRAME HEIGHT WINOO WINDO MULLION 43.7 330 29.6 274 26.3 72.00 SPIN) 32.7 24.4 21.8 199 1 1 WI L W2 -- 107 3/8' COMBINED WIDTH LARGE AND SMALL MISSILE IMPACT, LEVEL 0. WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIpTH WI -fir W2 T- 33" FRAME TE IN., HEIGHT MULLION SPAN) I F_ 107 3/8" COMBINED WIDTH W1 -I[- W2 I J WINDOW / FRAME /// / HEIGHTW JMULLION SPAN) f 1 f W 1 I F-- W2 -- 107 3/8" COMBINED WIDTH REti610N5 . REV I DESCRIPMN DATE APPROVED IAREVISEDINSTALLATIONDETAILS06/10/15 R.L. Desicin Pressure ratingI 25.00 Mullion span (In) Tributary width (In) 16.13 25.50 36.00 42.00 46.00 52.13 25.00 130,01 130.0 130.0 130.0 130.0 130.0 37.36 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72.1 720 62.00 710 52.2 397 359 334 32.3 65.63 596 43.7 330 29.6 274 26.3 72.00 44.9 32.7 24.4 21.8 199 19 0 84.00 28.1 20.3 15.0 13.2 11.9 11.3 LARGE AND SMALL MISSILE IMPACT, LEVEL 0. WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIpTH WI -fir W2 T- 33" FRAME TEIN., HEIGHT MULLION SPAN) I F_ 107 3/8" COMBINED WIDTH W1 -I[- W2 I J WINDOW / FRAME /// / HEIGHTW JMULLION SPAN) f 1 f W 1 I F-- W2 -- 107 3/8" COMBINED WIDTH REti610N5 . REV I DESCRIPMN DATE APPROVED IAREVISEDINSTALLATIONDETAILS06/10/15 R.L. APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN, I Design pressure rating (pst) with rebar o tion 107 3/8' COMBINED WIDTH Tributary width (In) 16.13 28.50 38.00 42.00 49.00 5213 25.00 130.0 130.0 130.0 130.0 1300 1300 W1 W2 49.63 120.7 94.3 77.9 73.8 72.1 72.0 62.00 92.4 700 533 481 44.8 43 4 65.63 80 0 58.6 44.2 39.7 36.7 35.3 83" 60.3 43.9 32.8 29.2 26.7 25.5 1 WINDOW FRAME HEIGHT WINDO WINDOW MULLION SPI N) 1 1 A. APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN, I Design pressure rating (pst) with rebar o tion Mullion span (1n) Tributary width (In) 16.13 28.50 38.00 42.00 49.00 5213 25.00 130.0 130.0 130.0 130.0 1300 1300 37.38 1309 130.0 127.2 127.0 1270 1270 49.63 120.7 94.3 77.9 73.8 72.1 72.0 62.00 92.4 700 533 481 44.8 43 4 65.63 80 0 58.6 44.2 39.7 36.7 35.3 72.00 60.3 43.9 32.8 29.2 26.7 25.5 84.00 377 27.3 ZO 1 17.7 16.0 15.1 URGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. W 1 --I F- W2 107 3/8' COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V.L. 1 08-01439 suEe NTS p°'E 01/11/12 -2 OF 3 SIGNED: 06/11/2015 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS a• .• • I a 1 1/4" MIN EMBEDMENT 16GA (.063) GALVANIZED STEEL I IIII Lr== -JI 2.189" — 1 0)0"— 1/4" TAPCON SECT5796 CLIP OPTIONAL REBAR 0.843" r III SECT 5764 L MULLION MT000022 CLIP II / #10 WOOD SCREW I 1 3/8" MIN EMBEDMENT WOOD FRAMING/ 1/2" MIN. L 2x BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 1 0.843" 3.261" I 1 375" 0- 7 3.250" 400 4---li 0" REVISIONS OESCRIPTION WE A MOVEO REVISED INSTALLATION DETAILS 06/10/15 R L 3750 1.000" 0.375" 0 422" 2 032" 2.875" 0.843" 2x 00.210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063 -TS 125" THICK MT000022 CLIP 16GA (.063) GALVANIZED STEEL 3.750" 2.189" — 1 0)0"— 375" 2.140" —I T 1.125" 0.843" r III L 2x 00210" i 1.562" rSECT5764MULLION ALUMINUM 6005-T5.125' THICK T 1.562" O f-- 0.688" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK 1.531" SIGNED: 06/11/2015 MI WINDOWS AND DOORS\\111111II//// RF-1852REBAR 16 GA (.062) GALVANIZED STEEL 650 WEST MARKET STREET GRATZ, PA 17030-0370 g R •LOM v •SVG E NSF 9o' 5764 —VERTICAL MULLION 1 l 0, 6PO4F",'-,W 83" MULLION SPAN x( 41` INSTALLATION DETAILS AND COMPONENTS A • TAi Oa wN: IM'C No atV 0' FSA08-014395i sCAE NTS PATE 01/11/12 3OF 3 1111111110V\` Florida Building Code Online Page 1 of 3 Prdessional Regulation i SCIS Home I LDg In I User Registration Hot Top.cs submit Surcharge I Stats B Facts I Publications I FSC Stell i BCIS Site Map I Links I search a' Product ApprovaldbprUSER: Public User Product Approval Menu > Product Dr ADohcahon Search > Application List > Application Detail 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 Viejo, CA 92691 909) 349-2927 pingsheng.zhu@ja mesha rd ie. 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 W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COl RIO - Certificate of Indeciendence.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 Eouivalencv Signed Ddf http://w-A,w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online 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 Page 2 of 3 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 l] ER RIO -2556-15 Panel metal-wood.odf Approved for use outside HVHZ: Yes FL13223 R3 II ER RIO -2578-15 Panel to FurrinD.Ddf Impact Resistant: Yes FL13223 R3 II Install Cempanel Sidino.odf 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.odf FL13223 R3 AE NOA 15-0122.04.pdf 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.pdf FL13223 R3 II ER RIO -2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 11 Install HardiePanel Sidlno.Ddf 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 Furrinp.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO -2556-15 Panel metal-wood.pdf FL13223 R3 11 ER RIO -2578-15 Panel to Furrino,DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13223 R3 11 Install Prevail Panel Sidina.odf 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.odf FL13223 R3 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes Baro text Contact :: 2601 Blau Stene Road. Tallahassee FL 32399 Phone: 850-487-1821 The State of Florida is an AjVEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :. Refund Statement Under Flonda law, email addresses are public records. Ir 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 rnail. Ir 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. 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Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wrGEVXQvvtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Credir, Card Safe Page 3 of 3 http://w%N-A,.tloridabuilding.org/prlpr_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 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 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 IB, 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, CempaneG Siding. Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3 -second gust wird speed 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. Irdenek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC -1270-94 (ASTM E330) Transverse Load TesL 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fe wood studs spaced at 16 Inches on center 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 trwalted on ZX4 Hem -Fir wood studs spaced at 24 Inches on center with a 6d common galvanized nag 4. Ramtech Laboratories, Inc. Report 10868.9711475 (ASTM E330) Transverse Load Test. 5116' Thick by 48 inch wide HardiePanel Siding Installed on ZX4 Group III SG=0.36 wood studs spaced at /6 Inches on tamer with a 4d, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nag 5. Ramtech Laboratories, Report IC -1054-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in long X 0.323 In head diameter ribbed bugle head screw 6. Ramtech laboratories, Report IC -1055-89 (ASTM E330) Transverse Load Test. 1/4' Thick by 48 Itch 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 T. Ramtech Laboratories, Report 11149.98/15544 (ASTM E330) Transverse Load Test, 114" Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced al 16 and 24 inches on center with a ET&F 0.100 in knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener S. Ramtech Laboratories Report IC -127394 (ASTM E72) Racking Shear Test. 5/16' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Hem -Fir wood studs spaced at 16 Inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC -1274-94 (ASTM E72) Racking Shear Test. 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories. Inc. Report 10868-9711475 (ASTM E72) Racking Shear Test. 5116' Thick by 46 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. Ramlech Laborelories Report IC -1057-89 (ASTM E72) Racking Shear Test. 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fe wood studs spaced at 16 and 24 inches on center with a No 8 X 1 In. kung X 0.323 in head diameter ribbed bugle head screw 12. Ramlech Laboratories Report 1128499/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 025 in. head diameter pm fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table la, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO -255615 Fastener Spacing fin.1 1. AaOWaDie LOBO is the Viumate Load dlViOed Dy B i-actDr of safety or 3. 2. HardiePanel Siding complies with ASTM C 1186. Standard Specification W Grade It, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Uneal Foot for Panel Shear Walls',2 Fastener Spacing fin 1 Frame Ultimate Allowable Thickness Width Frame Spacing Perimeter Field Ultimate Design Report Number Test Agency Thickness Width Spacing Perimeter Field Fastener T Load Load' Report Number Test Agency in.) m.) Frame T (in.) Supports Supports Fastener T PSF(PSE) 201.3 IC -1270.94 Ramiech 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-Flr 16 4 4 6d common 236 78.7 IC -1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 fid common 94 31.3 IC -1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-97/1475 Ramterh 0.3125 48 2X4 wood. SG 2 0.36 16 4 a 0.091 in, shank X 0.225 in 90 30.0 Mingauge X 3.625 in. XNo. 20 HDD X 1.5 in. rim shank nail 10 1057-89 Ramlech 0.25 48 Min. No. 20 gauge X 3.625 in X 16924 6 6 Min No 8 X 1 in long X 0.323 In 990.0 123.8 101054-89 Ramtech 0.25 48 1.375 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 Min. No. 20 gauge X 3.625 in X head screw 11284-99/1580 Ramtech 03125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 Min. No a X 1 in. long X 0.323 in 1227.0 153.4 101055-89 Ramtedi 025 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 Min No. 20 gauge X 3.625 in. X head screw 11284 99!1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 In. X 24 4 8 ETBF 0.100 in. knurled shank X 1060.0 132.5 11149 98/1554d Ramtech 0.3125 48 1.375 In metal stud 24 4 e 1.5 in. long X 025 in. head 170 56.7 diameter pin fastener Min . No. 20 gauge X 3.625 in Xo. 20 ETBF 0.100 In. knurled shank X 11149.98/1554d Reattach 0.3125 48 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 101 33.7 diameter pm fastener 1. AaOWaDie LOBO is the Viumate Load dlViOed Dy B i-actDr of safety or 3. 2. HardiePanel Siding complies with ASTM C 1186. Standard Specification W Grade It, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Uneal Foot for Panel Shear Walls',2 Fastener Spacing fin 1 1. All board edges shalt 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 allovrdble load is based on the overage load at 1/8 Inti net deflection. 11111111111IIUf//// OG,4Qi; G RSIFlC,gTA Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame T m.) Supports Supports Fastener T Ply) 101273.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 101273.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 101274-94 Ramtech 0.3125 48 2X4 wood Hem-Flr 24 6 6 6d common 460.0 153.3 101274.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 64 common 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG z 0.36 16 4 6 4d. 0.091 in. shank X 0.225 in. 595,4 198.5 HD X 1.5 in b shank nail Mingauge X 3.625 in. XNo. 20 Min No 8 X 1 in. long X 0.323 in 10 1057-89 Ramlech 0.25 48 1. 20 in metal stud 16924 6 6 head diameter ribbed bugle 990.0 123.8 head screw Min. No. 20 gauge X 3.625 in X ETBF 0.100 in knurfed shank X 11284-99/1580 Ramtech 03125 48 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 1227.0 153.4 diameter pm fastenerdiameter Min No. 20 gauge X 3.625 in. X ETSF in, knurled shank X 11284 99!1580 Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pin fastener 1. All board edges shalt 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 allovrdble load is based on the overage load at 1/8 Inti net deflection. 11111111111IIUf//// OG,4Qi; G RSIFlC,gTA RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET x;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 DESIGN WIND LOAD PROCEDURES: Fber-cement siding transverse bad capacity (wird bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse bad testing an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of safety of 3, allowable design bads on fiber -cement siding oDrrelate 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 bads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7. 10 Figure 26.5-1A, Figure 26 S.18, and Figure 26.S1C. 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 bad factor of 0.6 applied to the wind velocity pressure. Equation 1, q,=0.00256'K,'K.-V V" Equation 2, ref. ASCE 7-10 equation 30.3.1) q„ velocity pressure at.height z K, , velocity pressure exposure coef lernt evaluated at height z Ka . topographic factor K. , wind directionality factor V , basic 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 V=V,. ftf. 2072 IBC d 2014 F8C Suction 16021 dernttions) Va , ultimate design wind speeds (3 -second gust MPH) determined from 12012 IBC. 2014 FBC) Figures 1609A, B, or C: ASCE 7.10 Figures 26.5-10. B,orC Equation 3, p=q,'(GCp-GC i) {rel. ASCE 7-10 equation 30.6-1) GCp , product of external pressure coefficient and gust -effect factor GC,j • product of internal pressure coefficient and gust -effect factor p • design'pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,•V,,*VV,.•(GCp GC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.61) + 0.6W (ref. ASCE 7-10 section 2.4.1, load combination 7) D , dead bad W , wird bad To determine the Allowable Stress Design Pressure, appy the bad factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, P. = 0.61p) Equation 7, per. = 0.6'10.00256'K; Va'V.'V,.t'(GC, GCy)I Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultimate basic wind speed for Hardie Siding in Table 4 solve Equation 7 for Vie, Equation 8, V,. = (p dO.6.0.00256'K; K,; K.'(GCp-GCp.)f s Applicable to methods specified in Exceptions 1 through 3 ofW21BC, 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,. = V. ' (0.6)" (ref. 2012 IBC d 2014 FBC Section 1609.3. 1) VN . Nominal design wind speed (3 -second gust mph) (W. 2012 IBC d 2014 FBC Section .16021) Table 2, Coefficients and Constants used In Determining V and p, 0111 OGq P,G..t c'. Y' F 24121-- Oy STATE ED f- K. Wall Zone 5 Height (4) Exp B Exp C Exp D K. Kd GC GC 0.15 0.7 0.85 1.03 hS60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.65 -1.4 018 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.65 -1.4 018 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 076 1 04 1.22 1 0.85 .1.4 0.18 45 0.785 1.065 1 1.245 1 0.65 .1.4 0.18 50 0.81 1.09 1.27 1 0.85 .14 018 55 0.83 1.11 1.29 1 0.85 A 4 0.18 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 1.26 143 h>60 1 0.85 1.8 0.18 0111 OGq P,G..t c'. Y' F 24121-- Oy STATE ED f- RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9.443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -255615 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design . Component and Cladding (C8C) Pressures (PSFj to be Resisted at Various Wind Speeds .'Wind Exposure Category B. Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 1 170 180 19D 1 200 210 Heigh (it) B B B B B B B B B B B B B B 0.15 14.4 15.9 17.5 •19.1 -20.8 24.4 28.3 325 37.0 41.7 46.8 521 57.8 63.7 20 14.4 15.9 17.5 -19.1 -20.8 24.4 28.3 32.5 37.0 31.7 36.8 521 57.8 63.7 25 14.4 15.9 17.5 •19.1 -20.8 24.4 28.3 32.5 37.0 31.7 46.8 52.1 57.8 63.7 30 14.4 15.9 47.5 •19.1 -20.8 24.4 28.3 32.5 37.0 31.7 36.8 52.1 57.8 63.7 35 15.1 16.6 16.2 -19.9 -21.7 25.4 29.5 33.9 38.6 33.5 48.6 54.4 60.2 66.4 40 15.7 17.3 19.0 -20.7 -226 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 162 17.9 19.6 -21.4 -23.3 27.4 317 36.4 31.5 46.8 525 58.5 64.8 71.4 50 16.7 18.4 20.2 •22.1 .24.1 282 32.7 37.6 42.8 38.3 54.1 b0.3 X6.8 73.7 55 17.1 18.9 20.7 •22.6 -24.7 28.9 33.6 385 43.8 39.5 55.5 1 X1.868.5 91.6 -10160 75.5 4 100 1 w 2r6- 282 31. -33. -36. 43.3 1 502 57.6 65.5 0. 82.9 924 •1024 -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) 100 105 110 115 120 130 14D 150 160 170 180 190 200 210 H 'Mit 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 -246 -26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 •25.6 -27.9 328 38.0 43.6 39.6 56.0 62.8 70.0 77.6 85.5 30 202 22.3 24.5 -267 -29.1 34.2 39.6 35.5 51.8 584 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 -27.6 -30.0 35.2 40.8 46.9 53.3 60.2 675 75.2 833 91.9 40 21.5 23.7 26.0 -28.4 -30.9 36.3 32.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 242 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 324 38.0 44.1 50b 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 25.2 A6-2 33.0 38.7 44.9 515 58.6 662 74.2 827 91.6 -101604 100 32.8 35.9 46.1 55.0 63.8 73 3 83.4 94.1 105.5 •117.6 -130.3 -143.8 Table 5, Allowable Stress Design - Component and Cladding (CdC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D. Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0.15 212 23.4 25.7 -2B.1 -30.6 35.9 31.6 37.8 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 33.7 50.1 57.0 64.4 72.2 80.4 -89.1 -98.2 25 23.1 255 28.0 -30.6 -33.3 39.0 35.3 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 86.4 -95.7 -105.5 35 24.5 271 29.7 -325 -35.3 41.5 38.1 55.2 628 70.9 79.5 88.6 .98.2 -108 3 40 25.2 27.7 1 .30.5 -33.3,-36,2, 32.5 39.3 56.6 64.4 72.7 81.5 90.9 -100.7 -111.0 45 25.7 28.3 1 -31.1 -34.0 -37.0 33.4. 50.3 57.8 65.7 74.2 83.2 927 -102.7 -113.3 50 26.2 28.9 31.7 -34.6 -37.7 34.3 51.3 58.9 67.1 75.7 84.9 94.6 404.8 .115.5 55 26.6 29.3 32.2 -35.2 -38.3 35.0 52.2 59.9 68.1 76.9 86.2 96.1 .106.4 -117.4 100 31.0 30.8 44.7 38.9 -53.2 i2.5 72.5 83.2 94.6 106.8 119.8 -133.4 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7.10 and consistent with Ole 2012 IBC, 2012 IRC and the 2014 Florida Building Code OGq % "', A-6 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 a@jameshardie.corn Table 6, Allowable Wind Speed (mph) for HardiePanei Siding (Analytical Method in ASCE 7.10 Chapter 30 CdC Part f and Part 3)e Design Wind, Speed,I Design Wind, Speed, V.1. V.5" aW • APP9®ble 10 methods AppOreDle tD metlwes epe N IBC. sDedRed N E4lrpliDM 1I* F sectionjsec2014FBC) through 3 of 12012 IBC. 1608.12 as tletemtinetlt 2014 FBC) Section I20+2186, 2010 FBC) 1609.1.1. Flpures 16091. B. or C F : G 2412 - STATE F • *(,k- Qs !eta ptio Coefflclents used to Table 6 calculations for V.,, Wind exposure calegorA, Wind exposure category Siding K Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Heighe'' feet) B C D B C D Allowable DQ9lgn Load PSF) Fx0 B Ferro C 6rD D Ka I Ke OC, 6Cr HardiePane7® 5/16 48 Bd common 6 2X4 wood Hem-Rr 16 0.15 186 168 153 144 130 118 49.7 0.7 0.85 103 hs6D 1 0.85 •14 018 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 0.85 •1.4 0.18 1 0.85 •1.4 0.18 1 0.85 •1.4 0.+8 30 186 157 144 144 121 112 49.7 0.7 0.98 35 182 154 142 141 120 110 49.7 0.73 1.01 40 778 152 141 138 118 109 49.7 0.76 1.W t 0.85 •1.4 0.10 1 0.85 •1.4 0.184517515013913611710849.7 0.785 1.065 -24 50 172 149 138 134 115 107 49.7 0.8+ 1.09 MI' 7 0.85 -t.a 0.78 55 170 147 137 132 114 106 49.7 0.83 1.11 t 0.85 -IA 0.18 60 168 146 136 130 113 105 49.7 0.85 '1.13 1 0.85 •1.4 0.18 100 139 124 116 108 96 90 49.7 0.99 126 h>60 1 0.85 -1.8 0 +e HardiePanei® 5/16 48 64 common 4 2X4 wood Hem -Fir 16 0-15 233 212 192 181 164 149 1 -78.7 0.7 085 1 1.03 Me() 1 0.85 •1.4 076 20 233 206 188 181 159 146 -78.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 233 201 185 181 156 143 -78.7 0.7 10.94 1.12 1 0.85 -1.4 0.18 30 233 197 181 lei 153 140 -78.7 0.7 0.98 1.16 1 0.85 -14 018 35 229 194 179 177 151 139 •78.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 224 192 177 174 148 137 •78.7 0 76 1.04 122 1 0.85 •1.4 0.18 45 220 189 175 1 171 147 136 -78.7 0.785 1.065 1245 1 0.85 •1.4 0.1e 50 4 187 173 3 145 134 -78.7 061 1.09 1.27 1 0.85 •14 0.18 55 214 185 172 166 144 133 -78.7 0.83 1.11 129 1 0.85 -1.4 1 0.B5 •14 0.16 01860212184171164142132 -78.7 0.85 1.13 131 100 175 155 146 136 120 113 -78.7 0.99 126 1.43 h>60 1 0.85 •1.8 0.78 HardiePaner 5/16 48 common on 6 2X4 wood Hemmer 24 0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hs6g 1 0.85 .1.4 0.18 1 0.85 -1.4 0.16 1 0.85 •14 0.18 1 0.85 •1.4 0.18 1 0.85 •14 018 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 085 •1.4 0.18 1 085 •1.4 0.18 1 0.e5 •1.4 0.18 20 6.7 130 119 32659 101 92 -31.3 0.7 0.9 1.08 25 7 127 116 5 98 90 •31.3 0.7 Fail 1.12 30 147 124 114 114 96 89 -313 07 0.98 1.16 35 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 40 141 121 112 109 94 86 -313 0.76 1.04 t22 45 139 119 110 108 92 86 313 0.785 1.065 1.245 50 137 lie 109 106 91 85 31.3 0.81 1.09 127 55 +35 117 108 105 91 84 -31.3 083 1.11 129 60 134 116 108 103 90 83 •313 0.85 1.13 131 100 111 98 92 86 76 71 -313 0.99 126 1.43 ro60 1 0.85 -1.8 0.18 PaHardienel® 5/16 48 Co 6d 4 2X4 wood Hem -Fr 24 D-15 182 165 150 141 128 116 47.7 0.7 065 1.03 h560 1 0.85 •1.4 0.18 1 045 -1.4 0.18 1 0.85 -1.4 0.18 0.85 -1.4,018. 025 •14 0.18 1 0.65 •1.4 018 1 0.85 •1.4 0.18 1 0.85 •14 0.18 77 -as -14 0.18 7 0.85 .1.4 0.18 20 182 160 146 141 124 113 1 47.7 0.7 0.9 109 25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 35 178 151 139 138 117 108 47.7 0.73 101 1.191 40 174 149 138 135 116 107 47.7 0.76 1A4 122 45 172 147 136 133 114 106 47.7 0.785 1.065 1.245 50 169 146 135 131 113 105 47.7. 0.81 1.09 1.27 55 167 144 134 129 112 104 47.7 0.83 1.11 1.29 60 165 143 133 128 111 103 47.7 0.85 113 131 100 137 121 114 IDS 94 88 47.7 0.99 126 1.43 In60 1 0.85 •1.6 0.18 HardiePaneFtfl 5/16 48 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in. long cin shank nail 4 edge 8 field 2X4 wood SG20.36 16 0.15 144 131 119 112 101 92 30.0 0.7 085 103 hS60 1 0.85 -1.4 0.18 10.851-1.4 10.18, 20 144 127 116 112 98 90 -30.0 0.7 0.9 1.08 25 144 124 114 112 96 88 •30.0 0.7 0.94 1.12 1 0.65 •1.4 10.181 30 144 122 112 112 94 87 -300 07 0.98 1.16 1 0.85 -14 0.16 35 141 120 111 109 93 86 30.0 073 101 1.19 1 0.85 -14 018 40 138 118 109 107 92 •30.0 0.76 /04 122 7 0.85 •1.4 0.18 45 136 117 108 105 91 .30.0 0.785 1 065 1.245 1 0.85 -1.4 0.18 50 134 116 107 104 89 -30.0 0.81 1.09 127 1 0.85 -1.4 0.16 55 132 114 106 30A 0.63 1.11 1.29d7O t 0.85 •14 0.18 1 0.65 •1.4 0.186013111310530.0 0.85 113 1.31U741DO1089690 -30.0 0.99 126 1.43 jh>60 I 1 ;.;51•+.6 10,161 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 info@ameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2556-15 Design Wind, Speed,I Design Wind, Speed, V.4. V„ 4ss Applicable to methods specified in 12012 IBC, Applicable to methods 2011. FBC) e bon specified In Exceptions 1 309.1as detemdnnined try through 3 of 12012 IBC, IBC, 2014 FBC) 2012 IBC, 2014 FBC) section Figures 1609A. 8, or C. 1609.1.1. CoeNiclents used.in Table 6 calculations for V., 1. aaews snap penetrate ere meter rramng a1 teast mree tun mreacs. 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3 -second gust mph) as determined by 12012 IBC, 2014 FBC) Figures 1609A, 16098, or 1609C: ASCE 7-10 Figures 25.51A, 26-5-1B, or 26.51C. 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC) Section 1609 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 provisions 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: Ke=7, 1(4=0.85, GCC= -1.4 (h560), GC,=1 8 (h>60), GCp=0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. Wind exposure category Wind exposure category siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing FrameDesign Type Stud Spacing inches) Building Heigh'•' feet) B C D B C D Allowable LoadLoad PSF) EhtD B Exp C Exp D Kr Kr GC. Cate 0.15 198 180 163 153 139 126 56.6 0.7 0.85 1.03 hs60 1 0.85 -1.4 018 HardiePanel* 114 48 Min. NoB X 1 in, long X 0.323 in head diameter ribbed bugle head screwh 6 Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 16 20 198 175 159 153 135 123 -56.6 07 0.9 1.08 1 085 -14 0.1a 25 198 171 157 153 132 121 -56.6 0.7 .094 1.12 1 0.e5 -1.4 0.16 30 198 167 154 153 130 119 .56.6 1 0.7 0.118 1.16 1 0.115 -1.4 0 18 35 194 165 152 150 128 118 -56.6 0.73 1A1 1.19 1 0.85 -1.4 0.18 40 190 162 150 147 126 116 366 0.76 1.04 122 1 0.e5 .1.4 0.18 45 187 161 148 145 124 115 -566 0.785 1.065 1245 1 0.85 -1.4 0.18 50 184 159 147 143 123 114 -56.6 0.61 1.09 1.27 1 0.85 -1A 0.18 55 182 157 146 141 122 113 .56.6 083 111 129 1 0.95 -1.4 0.18 60 180 156 145 139 121 112 -56.6 0.&5 1.13 1.31 1 0.65 -1.4 0.18 100 149 132 124 115 102 96 56.6 0.99 126 1.43 h>60 1 0.85 -16 018 0.15 146 132 120 113 102 93 30.6 0.7 0.85 1.03 h560 1 0.65 -1.4 0.18 HardiePaneND 1/4 48 Min. No 8 1 in. long X 0.323 in heaX diameter ribbed bugle head screw 6 Min. No. 20 gauge 3.625 in. X 1.375 in metal stud 24 20 146 128 117 113 99 91 -30.6 07 0.9 1.09 1 0,85 -1.4 018 25 146 126 115 113 97 89 -30.6 07 0.94 1.12 1 0.85 -1.4 018 1 0.85 -14 0.18301461231131139588 -30.6 0.7 0.98 IIA6 35 143 121 112 110 94 86 -30.6 0.73 1.01 119 1 0.55 -14 0.18 1 0.85 .14 01840140119110ID8938530A0.76 1.04 722 45 137 118 109 1106 91 85 .306 0 785 1.065 1.245 1 085 -1.4,018 50 1 135 117 108 105 90 1 84 1 -30.5 0.61 1.09 127 1 0.85 -1.4 0.18 55 134 116 107 104 90 83 -30.6 0.83 1.11 129 1 0.85 .1.4 0.18 60 132 115 106 102 89 82 -30.6 0.85 1.13 1.311 1 10.85 -1.4 0.18 100 109 97 91 85 75 70 30.6 0.99 126 1.43 h>60 1 0.85 -1.6 0.18 HardiePane* 5)16 48 ET&F 0.100 in knurled shank X 1.5 in. tong X in. head head 4 edge 8 field Min. No. 20 gauge X 3.625 in. X 1.375 in 16 0.15 198 180 163 153 139 127 567 0.7 0.85 103 h56D 1 0.85 -14 018 20 198 175 160 153 135. 124 -56.7 0.7 0.9 1.06 1 0.85 -14 0.16 25 198 171 157 153 132 121 .56.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 198 167 154 153 130 119 -56.7 0.7 0.98 1.16 1 0.85 -1.4 0.16 35 194 165 152 150 128 118 -667 073 1.011 1.19 1 0.65 -14 0.18 40 190 163 150 147 126 116 .56.7 076 1.04 1.22 1 0.85 -1.4 0.18 45 187 161 149 145 124 115 .567 0 785 1.065 1245 1 0.85 -1.4 0.18 50 184 159 147 143 123 114 56.7 081 1.09 127diametermetal pin fasten? stud 1 0.85 .1.4 0.18 55 182 157 146 141 122 113 .56.7 083 111 1.29 1 0.95 -1.4 0.18 60 180 156 145 139 121 112 .56.7 0.85 1.13 1.31 1 7 10,85 -1.4 0.18 100 149 132 124 115 102 96 -56.7 099 126 1.43 h-60 1 0.85 .1.6 0.16 Hardie Panel® 5116 48 ET&F 0.100 in. knurled shank X 1.5 In. long X in. headead 4 edge B field Min. No 20 gauge X 3.625 in.X 1.375 in 24 0.15 153 139 126 118 107 98 33.7 07 085 1.03 h560 1 0.115 -14 0.18 20 153 135 123 1 118 104 95 -33.7 0.7 0.9 1.09 1 0.85 -1.4 0.18 25 153 132 121 118 102 94 -33.7 0.7 0.94 1.12 1 0.85 -1.4 018 30 153 129 119 118 100 92 -33.7 0.7 0.98 1.16 1 085 -1.4 018 35 150 127 117 116 99 91 -33.7 0.73 1.01 1.18 1 085 -14 0.18 40 147 125 116 114 97 90 -33.7 0.76 1.04 1.22 1 085 -1.4 0.18 45 144 124 115 112 96 89 -337 0 785 1.065 1.245 1 085 .14 0.18 50 142 122 113 110 95 88 33.7 0.61 1.09 1.27 1 085 .14 0.16diameter pin laslenerz metal stud 55 140 121 113 109 94 87 33.7 0.93 1.11 1.29 1 0.85 .14 016 60 139 120 112 107 93 137 -33.7 0.85 1.13 1.31 t 085 -1.4 0.18 100 115 102 95 89 79 74 .33 7 0.99 126 1.43 h>so I 1 10851 -1.8 0.18 1. aaews snap penetrate ere meter rramng a1 teast mree tun mreacs. 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3 -second gust mph) as determined by 12012 IBC, 2014 FBC) Figures 1609A, 16098, or 1609C: ASCE 7-10 Figures 25.51A, 26-5-1B, or 26.51C. 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC) Section 1609 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 provisions 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: Ke=7, 1(4=0.85, GCC= -1.4 (h560), GC,=1 8 (h>60), GCp=0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO -2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, JNC. 10901 ELMAVENUE FONTANA, CA 92337 TABLE OF CONTENTS COVER PAGE EVALUATION SUBJECT EVALUATION SCOPE EVALUATION PURPOSE REFERENCE REPORTS TEST RESULTS TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING TABLE 1 B. ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. JUSTIFICATION OF USING THE RESULTS OWLIGHT GAUGE STEEL FRAMING DESIGN WIND LOAD PROCEDURES TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p TABLE 3. ALLOWABLE STRESS DESIGN C8C PRESSURES EXPOSURE B TABLE 4, ALLOWABLE STRESS DESIGN C8C PRESSURES EXPOSURE C TABLE 5. ALLOWABLE STRESS DESIGN C8C PRESSURES EXPOSURE -D TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING PAGE 1 2 2. 2 2 2 2 2 2 3 4 4 4• 4 5.6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10. THE 2014 FLORIDA BUILDING CODE. AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1.OGAWA& ASSOCIATES. INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH. CA 92649 714-292-2602 714-8474595 FAX- 1111nOGAVV4 C STATE RONALD L OGAVAASSOCIATES, INC. 16835 A_GONOUIN STREET 0443 HUNTTNGTON BE4CFI• CA92649 T) 714-292-260?: (F) 714-647.45% PROJECT: RIO -257815 EVALUATION SUBJECT HardlaPanelm Siding Jame )f" Product Tnde Names covand a this webs U.— HareiePande Siding, C mpanamSldnp. PrevW- Pari Stliq EVALUATION SCOPE: ASCE 7_10 2011 Rmids 9uDWQ Code Z0f2 arom. ia,st 8141ditp Coda 2012 trimnsda ni Residentad Code EVALUATION PURPOSE: Via amelytis Is to desmins the mstknum design 3{eoond piW +Ind speed to be mwW by ea assamb'y d IlerdlaPsrrl (CernpaneL Prevai Panel) oioug tastanad tDwear lJrrirlps m eam wood ofmC,al tramilp wLo tolls or screws REFERENCE REPORTS: 1. haarlok Repro 10=9363000.001A, Trravares bad bet an HardiePanat, TEST RESULTS: Table Is. Results or Transverse Load Testing Z- 0. Al'owabl& baa a Determined from utas ato had divide* by • ta=r of safety of 3. 3. MardaPsrrl Sidm0 complies wiT ASTM C11116, Standard SpDaLabon MrGra* ft, Type A A1an.&sesabs Amr.CDmefe FW Stoats. Table 1 U. Armlyab of Allowable Load for ale Screw at 10.OC. ae Screw Spa Fastener Spall tin a Froth Fastener Frame sae. fm. LeAnale Mowat" 16 Fasane T ams tie 7a9 Thidures 1,11 Atbwable bad Speono Spavlg Fastener Typo Laed Design L -W 472 Rein Htmtber A WL) N1d31 fin. Fame T ' M, fin 1 and Dimensim PSF) PSF) Falate Made 1020243630OD411111A abnak 0.3125 48 2X4 wood stud• 344' cid: by 3.5' 16 6 No, a X 125' WQ X 0.325 HD 160.7 536 ota0 tmougs Rrsom wide SPF tamlp ebWd bugle head sovars 102074383CO04)OtA aaanek 03425 sa 2X4 ecce surd. 344' b&ak by 3.5' 16 a No. e X 125' Ma X 0.3HD 3/ A A3.8 ou0 through wlda SPF luring nbbed bugle head screws t0202430..0004MA b%Mt" 03125 40 2X4 wood stud. 344• thick by 35' 1e 12 Na a X 1.= loop X 0 3:3• HO 106.1 354 p10 7mavihwiveSPFWrongftwomrptoheadsovars 10MAS63COG0014 a YtA 0.3t?5 48 2X4 woad sttrd. 344' drat by 3.5' 16 6 0,0W sham X 021 V HD s t 9 1 c7b 4e2 PIA thratga RrsGuts wide SPF h"m bhp rmp stook nai tOM43630004)DIA W110411, 03125 48 7X4 WOOL sem. 3N• beef by 3.5' 24 a No e X 125• lona X 0,325 NO X2.7 27.6 Pit LYbuah AnV trn wise SPF haretp ebbed bugle head &crews Z- 0. Al'owabl& baa a Determined from utas ato had divide* by • ta=r of safety of 3. 3. MardaPsrrl Sidm0 complies wiT ASTM C11116, Standard SpDaLabon MrGra* ft, Type A A1an.&sesabs Amr.CDmefe FW Stoats. Table 1 U. Armlyab of Allowable Load for ale Screw at 10.OC. tie tar:uncr load for 08 lean* of 10' O.C. was a t bad as the oven90 0; the tm resuss to 8' and 12' O.C. Thr alowa3le lead for e6 screw at Me spacing; of 10' O.C. ado Ming cm be caLmOs ed by deerpdtaalg the results of same festem at W Era 12' O C.. sane tor% tags nod ails taltrn made d Ioslrrf PA ramp Dim Or parols. As shown in 0r table. 0e allowable baS for 08 screws Installed at 10' O.C. to wand Ming a 38.4 psf. Jtsanca0al of Using 0o Resotb on UpM Wogs Stet Frendmg M to su*a coodgmilons, ale hstalen wage afaCled to M+ro a ly, a %%vL'rr the kmn le aeadrd ID word o sat! bWhM does nM a'fact WW rsnsworse 10&a cops= y. l; s dt& pro)ea anpineols resparm",ty to ansae Or taring sDaalnrm am framing memabers to, hroo WATOrnt bad mpecrbsa. FLOR10P SS1ONAL ae Screw Spa Fastener Spall tin a 12 10 Frame sae. fm. 16 16 16 Fasane T ams tie 088 1.33 1,11 Atbwable bad 630 35 • 34A frolviA it fastener bad M. 36 8 472 43.1 tie tar:uncr load for 08 lean* of 10' O.C. was a t bad as the oven90 0; the tm resuss to 8' and 12' O.C. Thr alowa3le lead for e6 screw at Me spacing; of 10' O.C. ado Ming cm be caLmOs ed by deerpdtaalg the results of same festem at W Era 12' O C.. sane tor% tags nod ails taltrn made d Ioslrrf PA ramp Dim Or parols. As shown in 0r table. 0e allowable baS for 08 screws Installed at 10' O.C. to wand Ming a 38.4 psf. Jtsanca0al of Using 0o Resotb on UpM Wogs Stet Frendmg M to su*a coodgmilons, ale hstalen wage afaCled to M+ro a ly, a %%vL'rr the kmn le aeadrd ID word o sat! bWhM does nM a'fact WW rsnsworse 10&a cops= y. l; s dt& pro)ea anpineols resparm",ty to ansae Or taring sDaalnrm am framing memabers to, hroo WATOrnt bad mpecrbsa. FLOR10P SS1ONAL RONALD L OGAY%ASSOCIATES. MCI 16835 ALGONOLAN STREET 8443 HUNMNGTON BEACH. CA 92649 T) 714-M-2802: (F) 714-a47-4595 PROJECT: RID -2578-15 DESIGN WIND LOAD PROCEDURES: Fteerromood W* np bansvwrm 150 cap" (wYd bad ca adly) Is Oetumno0 via onmpkm A toslatp 0 wrnvane bad naflorrsl ma sandards. Vu bre vwwiw w me taaanp sr. olowablo Oma bac is dmlmerd Eased an a tam o1 tray of 3 appYsd m 0t tdtsam mal bad. Egua0on1, gP0•o0rA1K1K.%"%o1 OULASCE 7-10"Untan.3Ja1) 0, . wdodry p Uun at AeigM 2 K . veWdiy possum, erposun metldWm evakudad at heigM z r+ . IoPdiK+?tdclet5or Eguadon 2, K . vdrtd doedla ddy faaor V . but w kw ow rd-s=ww puc MPFq o Mer:ltittWd tlom 2012180 F pees 1600k 9. or C: ASCE MD Fp:aos 26.5.10. 8, or C V -V. (net. 2012 f8C Soc on 1602.1 defirtlorts) V.. "note dWon vbd "Mods (3-saoond puss MPH) deaemiled from 2M2 Me Fbwu 160919, or C: ASME 7.10 Feces 28.S1A. 8. are Egw0on 3, P-%*(GC.•r (ML ASCE 7-10 sawtmn 30.6-1) CC, .Ohm of aoarrnl Prwsua cod0dam arm pustslfea mt:or GC.. taoa,ct of fternal Prossure cosadent and gust -else #-- P . design p,@"m (PSF) tot eidmp (aaw,adlo cosgn bad br 69M) To doamrarm do3kn peswm, voca m g, k.•o Equa0 u 3, EquaOen 1, PW0.00T56'1(, tt„Kyr''LGCrGC.I AaowwDle Shea Dr34n. ASCE 7.10 SeCian 2.1.1. road oomWh&;%n 7 Equation R OAA - OXW pet ASCE 7-10 &&Cron 2.4.1, fold =m—Vrw=n 7) 1). asad bad W. Wirm bad To lawmen Me AtbwobY Stross rosipn Pessl:ne, aWy b* triad oaor tar W(wird) Dom Eotranon drop (oe*n prw=ov) oftwmow nam egwdoo 4 Equadon 6. Pr 0.6v) Equaslon 7, Pr0.010.00750 )%*? r• *V.fOC.4CC.1) Egw:an 7& u3W tb poput4b Able 3, 4, am S. To debmiine the 01mm re tai -,c„ basic mrd 4000 tY Hard* Srderp in TebN 6. soAe Equatzo 7 for v. Egua0on a, V.. (p pb'OD0258'R.'K..'K'IGC.-GC:1N' Ajdcahk to W—'hW$ 3worpled ilr EicmiUmn 1 Nrough 7 W2012 IBC See(im MIA.% to dd mane ft aosr•We noewiar deaTpn rind speed (Ves„) for Watdie Si4,i0 H Teb& C. aa* i1u co mrlan /a.70(e bef0at Equation 0, V., r V. • (0.61~& iml 2012 /BC Season 1608.3. 1) V . Nom'sml design vind speed (3-semrd gud mph) pet :0:2180 Sa.mt 1602.1) OMAN 1 4 1 o STATE ss/ O N A1. E RONALD 1. OGAWAASSOCIATES. INC. 168.75 ALGONOLRN STREET st443 HUNTINGTON BEACH. CA 92649 T) 714292.2602; (F) 71"47.4595 PROJECT: RIO -257815 Tabte 2. C*N fkbt" and Coctstelds used N Dstsnbinbtg V and P. Table 3. AAwmbks Sbaa Galen - Compoirnt and Claddbig (CAC) P.easuree (PSF) to be Res4bd at VaAao WW Speada -Wind Exposure Category B, Tablo t• ADewabte Sbae Design - Compwwnl and Cladding (CAC) Pmaum (PSF) to be Reslstsd et %%dous Wind SPeede - Wb+d Esposure Category C. Tabia 6, A9owobte Sims Design - Cemponem and Cladding )CAC) Pressures (PSF) to be Resisted at VaAbus Wind Speeds - Wind Exposure Category O• Tobias 3, A. and 5 are based on ASCE 7.10 acd mnslstaN wtM ter 2012 IBC, 2012 IRC i' op— OGAW nix tr ell FLOR.... 510NA R1.OG -WIX.SYKTES. 0C. 1GM A -I• GOK7NJ LTRECT w5 I41a1Rv=ToK BCA --K CA 02646 M 71a•J52.26e, M 714.617.4505 PROJECT; R1*417415 AOIa 6, Al1anDM Wfnd Ot1u0 4nFA) l6t MaNia elal 6e0o,0 (Anotruc l MadlodM ASCE T•T0 cbww 30 CaC Pert Iwo Put if WZ-'KAPOEI1'M MFIRMUMme, 1•aa6•x•Tx7 elbQrnr+Ya ae61e.6ort Aorkat M.ae{on TltOrr{Y attfr.Ta., lR1lY: t{Oi'O'' Loner •. .- Owoaw.Y. tl+e, I14.V,WW, 6ar4 \l, a' a-a"'I than now aM llnuee•1• dwor see. C rdr.ImL K701. oroe. e.lrwr 6:IaamillieA,Lr M.r.onlrYso 1' bRO,2K a.wWalpet2K.701a ' J'I.IL Ipw.110e\,R T6(7t14arleu l,l. - MC a:rwl.e.e i Itl 1 trfW 1 rr V. 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NO4 :s-0t72a O ow LU IN= Cl) Uj REPORT NUMBER: 102024363COQ-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing will,''' I.O G,Q 21 STA # 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 This report is for the exclusive use of lnterteks orient and is provided pursuant to the agreement beaveen lnta._k and its Client. Intertek's responsibility and liabfl/ty are limited to the terms and conditions of the agreement. Interrek. assumes no hablihy to any party, other than to the Client in accordance with the agreement, for any foss, expense or damage occasioned by the use or chis report Only the Client is authorized w copy or distribute this report and than only in Its entirety. Any use of nbe Intertek name or one of Its marls for the sale or advertisement of the tested material, product or service must Ecus be approved in v.•riting by intertek The observations and test results in this report are relevant only to the sample tested. This retro t by itself does not imply that the naterfal, product, or service is or has ever been under an lntertek cerdfl atuon program. James Hardie SukUV Products, Inc. Aptit 30.2015 Report No. 102024363000-001A Page 2 of 7 1 Table of Contents 1 Table Of Contents ........ ............................................................ _........................................ 2 2 Introduction........................................................................................................................ 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning.......................................................................................................-....- 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations..................................................................................-.-... 5 6 Conclusion.................................................................................................................._..... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................ 1 Page 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'Iff'ZY.'61. EFFECTIVE SEPTEMBER 2013 MM INSTALLATION REOUIREA4ENTS RESIDEARVIL SINGLE FAA40Y ONLY . PRIMED & COLORPLUS° PRODUCTS tvv iv.iameshardia.com for the most recent version. SMOOTH - CEDARMILL® - SELECT SIERRA 8 - STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRTn'EN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ10e LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1,P osiiorh cutlbrg station so mat wind will blow dust atrdy from tumor Cul only using score and snap, o shears (manual, electric or pneumatic). and others In vaoldng area 2. Position cutting station In well-ventllated.area 2. Use one of the Mvvig methods: a. Best I. Save and map 0. Shears (manual, electric or prleumabc) NEVER use a power saw indoors b. Better; I. Dust reducing circular saw equipped wima NEVER use a circular saw blade tnat does riot carry the HardeElade saw blade trdderrark HardieEiade' saw blade and HERA vacuum erdraction NEVER dry sweep - Use wet suppression or WA Vacuum c. Good: I. DusT reducirlg circular sa v cotta a HardeBW8 saw Wade only use for low to moderafa aAbnN Important Note: For mardmum Tao'lection (lis -,est respirable dratprodwdon), James Hardie recommends allays usng'Besr-L-M w" me5hods where feasible NM-apprmed respiram:s can be used in cohjuatcUmn with above cutting pradices to further reduce dust aQmum& Adaiiinal e>posure Wormabon is avaOaWa at iw ujamesihardie.con to thele you detamline the most appropriate cuttag metiod for your job requirements K omicern still adds about eiposrre levels or you do not comply with the above practices, you should aWm consul a qualified industrial Ir"ifirdst or contactJanhes Hardls for further Wormatm. svm;a GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial Multi -Family installation requirements go to www.JamesHardieCommercial.com HardiePanelli vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rairscreenRurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. tamehardie.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 HardieWrapm 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 ureter. 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 ColorPlus section page 3. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. For largerprojects, including commercial and multi -family projects, where the span of the wall is signiffcard in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (ftg.1), alternativelyPositionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or2" away from corners. Do not nail into comers. caulked (Not applicable to ColorPluse Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z -flashing at all horizontal joints (fig. 3). Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3HardiePanelverticalsidingmustbejoinedonstud. water-resrSWe barrier warm -resistive barrier Double stud may be required to maintain minimum edge / _ 2 x 4 8>ud 2 x 4 slue web reslsb e r sfn nailing distances.4 barrier Figure 1 stud - .-- upper panel .— Low panel r I Donor 1!G' gap Do not 1/4" gap vvat barrier ve I j / Cauec Caulk banter f r= sheathing HardiePanel Batten Joint "H" Joint '`Z -flashing i ? - Z-tlashIng r O o venial siding water-resisWe barrier decorative band board keep nails / \ 2 x 4 stud r r 3/8' min. _ portal .— pa frJLom panel O edges - plate Q ° Figure 4 leave ap=riwa gap between Recommendation: when r= 311- Pa than caulk' installing Sierra 6, plume / I moderate contact Caulk Joint a double stud at panel Not applicable to coiorfts• Finish) joints to avoid nailing keep fasteners 2' Apply caulk In acro dance vim caulk through away from corners I manubKurer s wrinen applirmuon Instructions. For additional information on HardieWrap7}B Weather Barrier, consult James Hardie at 1-866.41-lardie or wwtv.hardiewrap com WARNING: AVOID BREATHING SILICA DUST James Hardie• mdt:ts contain reWiabl: crysiairine sauce, which is kr vn w the State of Calllo-nre to cauw car= and is consrdared by IARC and NIOSH to be a cause C cancer from some occupational murBes. Breathing euassm amounts of resairabie silica dust can also cause a disabling and potentially fatrJ lung disease Wad slbcoss, ani has been bdad wrb 0arddewes. Sorre saud:es srg;esl smoking may increase these 'Wo. During insoaathon or rending: (11 wA in owaor areas rad) amWc verrJbthon: rtu use fiber comenl Wkws 10, culling or. retcre nct I slbie, use a Hardle8ade° szw Dade ano dull-rotluang crrcWr saw arwhed to a HEPA vacuum 3) %ram others Li ire Iminedrate area: (4) wear a propery4tltm, 13OS•i•approKd tlusf mos o< respiatm reap. N•95) in accordance with aoplWe government regulal-its and manufachua irsiructi ins to rurVa lialr respiade sdhw o osures During deem -up, use FEPA vacuums '% wet cit methods - nerer dry sweep. For lurIner iniormatm, refer to our siswfabm instructions arc Maternk Sal* Data Sheet ewlaaie el vow.lameshardie.com or by callahg 1.80D.9HARDIE (t-BWQ42-7343). FAILURE TO ADHERE TO OUR wAWNGS. MSDS. AND INSTALLATION INISTRWTIONS MAY LEAD TO SERI0U5 PERSDKL INJURY OR DEATH. wnah- HS1236 - P1/3 1/13 CLEARANCES Flush LMA Countersunk. Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 114" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1% 2" clearance between horizontal flashing. the adjacent finished grade, steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 stud FI ure 6 s'duhg Figure 1fillesaJosmtte!W siding and trim. 8 Refer to fig. 3 on page 1. IIt ,U 1 I ISI %t•-2'min. 6" min. I 1-1"n Maintain a minimum 1" gap between gutter end caps and siding &trim. Figure 9 guitar and end cap deck material Do not bridge floors with HardiePanel° siding. Horizontal joints -should ahNw,,s be created between floors gig. 10). Water. I Resistive Barrier I Framing Figure 10 Horizontal \ r Flooring Tnm sheathing fascia HardiePanel• - X11 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 Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services 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). (lig. 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 LMA Countersunk. fill & add nail Figure A Figure B do not under drive nails oo NOTSTAPLE KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall.. The root must be flashed with step 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 11, Kickout Flashing To prevent water from, dumping behind the siding and the end of the roof intersection, install a 'kickout" as required by IRC code R905.2.8.3: '...flashing shall be a min. of 4' high and 4" wide." James Hardie recommends the kickout be angled between 1000 - 1100 to ma>amize water deflection PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount' attachment on the pneumatic tool Is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 CAULKING For best results use an Hastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. NDte: 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. Bade -rolling is recommended if the siding is sprayed. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after,installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlusm product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, Il 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 ILCOWFION: In amordaice Ah ICGM Evaluation Reporl ESR -1844, trardel anel®verlical s ding is recogread as a suhabte aliernate tD ft spedrred in: the 20062009, 8 20121ntematbnal Reddenlial Code for One -and Two -Family D%-Mkps and ere 2006, 2009, b 2012 Inlemalional Buildup Code. Hw iePand vertical sid.ig Is also rerng8zed fa appicalim in the fobving: Ciy of Los Angela Research Report No. 24662, State of Florida listing FLe889, Dade Courcy. Fbrfoa NOA No. 02-0729.02. U.S. Dept. of HUD Materials Release 1263c, Texas Daparbnent of msurarr a Produr E-valaUon EC -23, Qty el New Yak W 223-93-M, ano California SSA P.4-019. These docurn" OWd also be corw Iled for addlbrial i fom4-tion WnceMng #r.1 suPWIRY of this product fa spacdre applications. 2013 James Hardie Building Produ.ts. WI rights reserved. ra TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Umhed E Is a registered Warranties, and Warnings are available at IJa meSHardie trademark of James Hardie Technology Limited. www.jameshardie.comMl HS1236 - P3/3 6113 COUNTY NITAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADA-MISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%yw.minmidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable roles 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 rise of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of /Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's 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 4 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03113;0;lblzo I S Page 1 James Hardie Buildine 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 A10A # 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 5h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M.. Utrera, P.E. Product Control Elaininer NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 1 WALL LENGT11------jStudSpacingat16" O.C. a .A__._ r I is WALL BF Naris at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 woww i HardiePanel, Cempanel, 7V518-thi Prevail Panel Siding a Carelter-resistive barier per rida Building Code Section 42 APA rated g fastened in accordance with Florida Building Code Section 2322-3 2" X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DE'.TAIL A 5/8" 1hidk 15 ply APA rated plywood sheatharg in aowdanoe with Florida SwWng Code Section 23223 Water -resistive barrier per Florida ding Code Seclion 1404.2 2• X 4- S -P -F Wood Studs Hardieranel, jiECTION B-6 Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION HardiePaneW. CempaneW. & Prevail® Panel Siding materials are nonasbestos tuber-oament products tested in accordance with ASTM C11a6 Grade ll, Type A and meeting the requirements of the Florida Building Code. PANathEL DIMENSIONS W, Length Thickness 4' 8,9,10' $116" DESIGNPRES_S99L1 RATING Installation Design Pressure Wood Studs -76 Pe Impact Resistant— Planks installed over 5/6" thick / 5 ply APA rated plywood sheathing 1ARDIf l4NEL CEMPANEL,_PREV qL PANEL SIOING INSTALL A T ON DE_LA1l$ All -Zt-;1 ation shall be done in conformance with this Notice of Acceptance, the manufacturer'sinstallationrecommendations, 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 Building Code Section 23223.APAP plywood sheathing supportecThesidingpanelsshagbeinstalledover518' thick 15 ply rat by a minimum of 2"X4" S -P -F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a T long. 0.223" head diameter, 0.092" shankdiameter, corrosion resistant siding nail; the fasteners shag be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, inC. 10901 Elm Avenue Fontana, CA 92337 MG 940 I REV Fax809-427-0634 A I PNL-PLKSOFF Creator. E Gonzales scr,r.E 1/Y = vo Date: 4-r24=13sHEET 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 16.00in, I. I. in,-7SJCllRE1 LSaFD Fastener SpIEd"ri.g ft•: Building Code Section 2322.3 f.17 • h&M 1PR IAW, Caoird i MoDttcrBEVESED - e.adi%C & rto lila-7 Myiami Pmdv a Centmi FRA_.LAING 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 AUAMU NG NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 23223 CLADD("--Q THE PANEL IS FASTENED NTH 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 i Sheathing I•' trr rr/aG I' N 1 STA 0 FCS t NAL 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) liHARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, lt 10901 Elm Avenue Fontana, CA 92337 Phone: 909.356-6300size FSC1a NO 0M NO Fax 909-427.0634 A PNL-PLK-SOFF Creator E. Gonzales SCALE 1"= 1'-0" Date: 4124/2013 sHEer 2 OF 12 i i I i WALL 1 WALL LENGTH Stud Spacing at 16" O.C. With the Fkvide 3/8" Minimum X No. 24 STATE s 0<54%. i _4 /0NAI Distance Nails at 6" O.C. (typ.) P-RINL A- Sheathing fastener, as described in Note 1. RE i6e flurids Panel fastener, as described in W -O /--7 Note 2 HardiePanelO Siding Water -resistive barrier per Florida Building Code Section 1404.2 518" 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 names are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A AFIC-13.0_N-A0 PRODLIC_T_OESCRIP1iJFj HardiePaneM, Cempanel®, & Ptevail® Panel Sing materials are nonasbestos 518" thick /5 ply APA rated fiber -cement products tested in plywood sheathing fastened accordance with ASTM C1186 Grade 11, to metal studs as descnbed Type A and meeting the requirements of in Note 1 the Florida Building Code. HA,I OIEPAIyI CEMPANEL,_PEZEVAIL PANELSIDING 1NS ALL5A710N DE7gtL S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11 518" thick 15 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 20ga, Nominal 3-5/8"X 1-5/8" Metal C -studs spaced a maximum of 16"• O.C. Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating .metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" 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 0M NO A I I PNL-PLKSOFF 12" =1'-0" 1 Date: 4242013 f SNEET 3 OF 12 PANEL Ql_MENAIONS water cesiscive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" Building Code Section 1404.2 DESIGN EWS.S_U_R.E_RA_T_ING Installation Design Pressure gaga, 3-5/8"X 1-5/8" Metal Studs -104 psf Metal Catud HardiePanel, Impact Resistant — Panel installed over 5/8" thick/ 5 ply Cempanel, APA rated plywood sheathing Prevail Panel Siding HA,I OIEPAIyI CEMPANEL,_PEZEVAIL PANELSIDING 1NS ALL5A710N DE7gtL S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11 518" thick 15 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 20ga, Nominal 3-5/8"X 1-5/8" Metal C -studs spaced a maximum of 16"• O.C. Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating .metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" 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 0M NO A I I PNL-PLKSOFF 12" =1'-0" 1 Date: 4242013 f SNEET 3 OF 12 I 6,00in. MODUCT REV2SM M ccaoymg wift *e Fkgida Bmum C0&- 1"31l4r B° c>oaoac,oa FRAMING 20 GAUGE 3-5/6'X I FASTIENED NAL WITH 5/8' WAFER HEAD SCREWS 2D PER OP 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)N(G i 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 1-114° LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD 1 N RESISTANT Cladding 1 /1 1 / Framing I Sheathing II I•I II II I I•I I•I I ' lot OGA t! 121 I TE OF ' • STA ON AL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD NOT PARTF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS ORH ESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue DIAMETER X 1-518 LONG CORROS 0 - Fonbna, CA 92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT FSCM NO OWO NO REVLEAST3FULLTHREADSPENETRATINGTHEMETALPhone: FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES Fax 909909 56.6300 s 427-0634 A PNL-PLK OFF AND INTERMEDIATE STUDSCreator. E Gonzales SCALE Date: 41242013 slier 4 of 12 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 11 HardiePlank, Cemplank, Prevail . Lap Siding Water -resistive barrier per Florida Building V -51V, Code Section 1404.2 hick / 5 ply APA rated ood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in rrmmntiannL%Wth the Florida Building Code. HAEt IEP_LANICLCEMPLANC,,PREYA_ 14W SI INGJNSTat_LA_T_I_O_N AX- All installation shall be done in conformance with this Notice of Acceptance, the manufacturer'sinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by anEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsofthisN.OANote11518" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114' wide laps at the top of the plank such that the exposure area of each plank is:5 8-114" vertically. Note 21 The siding fastener shall be a 2-12' long. 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically andel 1O.C. harizJoontael fasteners are driven into wood studs through 518" thick / 5 ply APA rated plywoodsheathing, are placed in the overlapping area approximately 314' from the bottom edge of the overlapping plank Vertical joints shall be placed over studs.APAP plywood sheathing supported by aTheplanksshallbeinstalledover518" thick / 5 ply minimum of 2'x(4" S -P -F wood studs spaced a maximum of 16"0.C- 6"O.C.• Fasteners shall have a minimum edge distance of Mr. Stud Spacing at 16" O.C. WALL LENGTH INSTALLATION Dl= fA%S WOOD STUD CONSTRUCTION SEF DETAIL A 518" thick ! 5 ply APA rated plywood sheathing in p(QDUCT DESCRIPTIP— HardiePlankO, CemplankS. & Prevail® Plank lap Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM is est Grade it, Type A and of the I.... --- .----._. I i-.__ -- - , i ` i ; T; Fontana, CA 92337 Rhone: 909-356-6300 SIZE FSCM NO OM NO PNL-PLK SOFF Fax 909-427-0634 A Creator. E. Gonzales i meeting the requirements accordance with Florida Building Code. wit Florida Building Code section 2as I PANELD1MEN$1QNAoce WALL I I i i i Vvater esistive Width Length Thickness barrier per Florida 59-1/2' 12' 51*' LEIGH i i I i F ca + 7 ? .` Budding Code I MVI'i 36" Prod"" CeonoiDesign Section 14042 DESIGNPRESSURE RATING PressureIZ' X 4• S -P -F Installation A wood Studs Wood Studs -92 psf 1 u- a ._.._.u- f•t-'=- Lap Siding Impact Resistant - CJI rSSIONA Planks installed over 5/8" thick / 5 Ply B E.._ Nails at 16" O.C. (typ.) r SlCll_O_ t-114• tall x 5116" APA rated plywood sheathing 3/4" Minimum Edge DistanceBib thick starter strip Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 11 HardiePlank, Cemplank, Prevail . Lap Siding Water -resistive barrier per Florida Building V -51V, Code Section 1404.2 hick / 5 ply APA rated ood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in rrmmntiannL%Wth the Florida Building Code. HAEt IEP_LANICLCEMPLANC,,PREYA_ 14W SI INGJNSTat_LA_T_I_O_N AX- All installation shall be done in conformance with this Notice of Acceptance, the manufacturer'sinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by anEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsofthisN.OANote11518" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114' wide laps at the top of the plank such that the exposure area of each plank is:5 8-114" vertically. Note 21 The siding fastener shall be a 2-12' long. 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically andel 1O.C. harizJoontael fasteners are driven into wood studs through 518" thick / 5 ply APA rated plywoodsheathing, are placed in the overlapping area approximately 314' from the bottom edge of the overlapping plank Vertical joints shall be placed over studs.APAP plywood sheathing supported by aTheplanksshallbeinstalledover518" thick / 5 ply minimum of 2'x(4" S -P -F wood studs spaced a maximum of 16"0.C- 6"O.C.• Fasteners shall have a minimum edge distance of Mr. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION Dl= fA%S WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Rhone: 909-356-6300 SIZE FSCM NO OM NO PNL-PLK SOFF Fax 909-427-0634 A Creator. E. Gonzales SCALE 1R" 1'-0" Date: 4/242013 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 1 ._ 1 III Fastener Spacing per Florida Building Code Section 2322.3 0.75n PR0wCr REVZS O asw 0yimgwi1 dwFkriIs Bmldsa6 Loft KByime. Prud iet Goetroi s8.251n. ERAM N—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 SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 PLANKS.OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION• RESISTANT SIDING NAILS, -PLACED 314' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Cladding Framing I / Sheathing MaMCi JREVISFD i • SF : e o vpiyiea ai Y cite Fioddr , ` edlbga . No. 121 STATE OF wow+ -'pc'o ORIOP• OI AL 0 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND"NAV6 LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 FSCM NO pV1ti NO RE A PNL-PLK-SOFF 1 Creator. I- Gonzales ISCALE 1"= 1'4" 1 Date: 4/242013 IsHEE1' 6 OF 12 WALL at B i i i i i i r I ? aeooegplyv+g riebi eFiarids = 1; ` 1 i ! I Hdletark _ -. _ t J? 6.00in. F•— f 6.00in. 0.75in in. 6.001n.00 I I I i ar comply6* wit &c E7ariids amu" coer AaxOaene Nio I j!/,•GI T T Rade Pnoe 58.25in. FIZgM1NG NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHJNG NOMINAL .518" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/40 THE EXPOSURE IS 58-114" THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315 - HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION itEV6SFD 1' oa lyb* wilb We Flo" Goo w Cladding Framing Sheathing VStc _ 121 ATE OF OR14P= At 441 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue 6 Fontana, CA 92337 Phone: 909-356-6300 51 "'r+o DVVG No Mev 909-427-0634 A PNL-PLK-SOFF 1 Creator. E- Gonzales SCALE 1" =1'-0' Date: 424/2ot3 SHEET 8 OF 12 WALL 1 DETA14A WALL LENGTH Stud Spacing at 16' O.C. Qom__ i I i 3/8" Minimum SEE DETAIL A J 2'X 4" S -P -F wood Studs FlardieSoffit, Cemsoffit 011 rll-- SEGJJQNe Nails at 4" O.C. (typ.)mdDUC; REVLSM Distance go a dying vA& Ire Floribr awdb*co& PR due+ Phi OQU_C_T_DESCRIPTION HardieSoffitO & Cemsoffit® materials are nonasbestos fiber-cemept products tested in accordance with ASTM C1186 Grade Il, Type A and meeting the requirements of the Florida Building Code. SOFFCf DIMENSIONS Width Length Thickness 4 8' 114" pJ~SIGN PFiF,3SURE_IZ4 RKq Installation Design Pressure Wood Studs -70 psf PRODUCT REVUM o ixioyi s v.ae me Florae BuHaiag Code A00. Vtomismftj t+io i'3• er too$ ll OGA Np_ 4 21 STATE OF - 4cj \\ ONA FIARDIRS_O_EF_IJ C tUIS_O_EEIY—P-L 4lC lST}1LLAJJ_O_N DE_fAILS offiffastener, as AIJ installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsofft will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA HardieSoffit, Cemsoffit The soffit shall be installed over minimum 2"X4" 1WO.C. wood studs spaced a maximum of 1O.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 318" and a minimum clearance of 2" from comers. Minimum 2" X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by `J1e Architect or Engineer of Record In compliance with the Florida Building Code. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 NO OWk: NO PNL-PLK-SOFF Creator. E. Gonzales ISCALE 12"= 11.0" 1 Date: 4124+2013 ISHEET 9 OF 12 ijavA 4.00iln- PRobtier Rmsm P1t000CrRr;kSw • Memo vob dk F7ooft comply;eg with ft F1!aeid ,v 07 f7 I; P+.ArA Gaetvl sy FRAMING NOMINAL 2" X 4" S -P -F WOOD STUDS 16" O.C. FASTENED WITH 3-12" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARC141TECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING ' THE SOFFIT IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAIL'S 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding i Framing, HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION N0. 121 James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337. STATE OF F OR1 P': Creator. E Gonzales SCALE 1"= T -T Date: 4/24/2013 Tsz10 OF 12 sSIONP-EC, 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) REV I HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTIONmpJamesHardieBuildingProducts, Inc. 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 SIZE FSCM NO oWS NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E Gonzales SCALE 1"= T -T Date: 4/24/2013 Tsz10 OF 12 REV I WALL DETAIL_A- WALL LENG iI — 1 Stud Spacing at 16" O.C. I 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) SEE DETAIL A 2093, 3-5/8"X 1-58" etal C -stud HardieSoNt, Ceinsoffit SE_CTIQN ODUCi' BEVLSED MODUCT REVIISFD Down tw wiltethFloor Pb RP ODU_CT DESCRIPT(O_N HardieSofftM & CemsoMtO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade Il, Type A and meeting the requirements of the Florida Building Code. SO_FF_I_T_DjIVIE•NSI ONS Width Length Thickness 4' 8' %" DESIGN PRESSURERATING Installation Design Pressure Metal Studs -55'93f otltt . ru1. OGAGtr;: PR as complying witb the Floods swidieg Code Acoeptm on r3- /• j?? 21 o = STgTE OF :I t; t eveeetGoeeai _'`F F ORICP` two tRaieeCaatrd __ c3'+ ••-•.......-•• ` tt` LiARpIE$OFF(T.,-CEMSOFFITpANEIINSZALlAT10ty.DETAILS +~ Njrrfttr All installation shall be done in confortnance with this Notice of Accepnufacturer s installation recommendations, and the applicable sections of the Florida Building Code. fastener, as Metal studs where HardieSoffrt, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8"X 1-5/8" Metal C -studs spaced a maximum of 16" O.C. HardieSoffit. Cemsoffit . [Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long' ribbed bugle head screw (`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 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. i 209a, 3-5/8" X 1-5/8" Metal C -stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida.Building Code. Creator. E -Gonzales. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCT10N James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 1/2"= V-0" 0M NO + REV PNL-PLKSOFF I 1 Date: 4/24/2013 1 s tM 11 OF 12 6.00in. 16.00in. Cladding Framing 6.O ni y;,g..iY the tlo ie MeDucramsm FRODUCT WCASM AOMPINIM Ob Swib the Ulot:au '— woar . 03/1.0 AWA I F ; CrZz FSSIONP4 FRAMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C.FOR METAL AND W000 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 THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANTRIBBED 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: 909.356-6300 SIZE FSCM NO OVvG NO REV Fax 90927-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE V= 9'-0" Date: 4/24/2013 SHEET 12 OF 12 Florida Building Code Online Page 1 of 2 r Professional Regulation fie BGS Home I Log In I User Regatravon I Hot Topics I Submit Surcharge I Stats & Facts { Publications I FBC Staff I BGS Site Map I Lurks I Search I l06da LAM%r r.^ Product Approval w rw s,ns bI USER: Public User lr wee'+baa Product Allproval Menu > ProdU[t or Aoolicahon Search > Application List > Application Detail FL dd Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12194-R5 Revision 2014 Approved LEI Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden G Validation Checklist - Hardcopy Received FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC Q4 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online 0A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # I Model, Number or Name I Description 112294.1 1 Alumunum Coils Aluminum Soffit I Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Page 2 of 2 Installation Instructions FL12194 R5 11 ALC15001.2 Evaluation ReDort 2014 FBC 04 T4 Soffits - FINAL.Ddf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.Ddf Created by Independent Third Party: Yes Back Neat Contact Us .: 2601 Blair Stene Road. Tallahassee FL 32399 Phone: 950.487.1921 The State of Florida is an AA/EEO employer. Coevrleht 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 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 emarls provided may be used for Oficial 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: L Ei Credii Card Safe http://vAw"f. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUCD/D2fE... 9/7/2017 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" 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 Enti 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 Paoe 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 318" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit 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 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. Z ZZ11"..\ Z zz z;:.. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Ranels 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 int/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. NZ;ZZ:Z— 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 2017.06.06 No 74021 15:48:16 04'00' O:• STATE OF :: O OQ.•'N-: 1 Zachary R. Priest, P.E. Florida Organization No. 0on No. 21 ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity 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) ALC 15001.2 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 (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 l b. 12" T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit — 16 -inch o.c. Fastener Fastener Location Location 11 1 ALC 15001.2 FL12194-R5 Page 1 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 d. 16" Q4 Soffit — 8 -inch o.c. Fastener Fastener Fastener Location Location Location i/ - N I X / N I ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J4 Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J-# Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 124nch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width ps f) 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 tong x. 12F-1 16 -inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16 -inch 0072 -inch dia. x min. 3/16 inch head dia. trim nail 40.0 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 Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. 0.072 -inch dia. x min. 1/4 -inch 48 inch spaced 24 -inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 8 -inch o.c. 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.2 FI -12194-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 MOP No. Width psf) pst) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 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 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x 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-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- 153.312inchspacedmax. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 153.3 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 3/84nch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/164nch head dia. trim nail 125.6 inch o.c. O.C. spaced 364nch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 23.5 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- 143.316 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 143.3 spaced 16 -inch o.c. lap inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x 23.5161-1 16 -inch Wood crown staples idiamond pattern 2spaced24 -inch o.c. Wood crown s taple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC 15001.2 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 pst) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. B0/-90 diamond pattern inch 7d ring One (1) min. 1.75 -inch inch o. 3/16 -inch head spaced spaced 16 -inch o.c. hank nailshankail 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 g0/ 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. 3/164nch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch 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. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 2417-4 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 ininx 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.754nch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.2 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. ALC 15001,2 FL12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 MDP 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 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/.- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ringin 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 batteNrafter 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.t/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 6 -inch o.c. and finishing nail with min. 153.3 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 batteNrafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 44nch o.c. 24 -inch o.c. ALC 15001.2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dla, nail with min. 114" wngagwment(tor w.>yl nuhetrate) or min. 0.097" Alla. T-nall or stub uall w1Ur min. 5/0" angagement(tor concrete of block enbotrate) , alleced an noL•xl nLnve. ASCIA SLIP BOARD FASCIA TRIM 12F-3 I I I II \—"F CHOFFIT ANNEL OVERHANG WIDTH VARIES) W=11:OIlc-- or Plock w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. l—PANTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-135 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj SOFFIT STAPLE 3/a• x 1/a• OPEN RAFTER i 'DIAMOND PATTERN I 'DETAILLstrCROWNSTAPLES USING A OIAMOND 1 KTvF I sr vl cs i PATTERN FACU180AR0 FASCIA CAP 12F-2 3/4' X 1/4' CROWN 8' FACIA BOARD 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 OR3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 FL12194-R5 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN LP c I–CHANNEL 1-3/4' TRIM NAIL screwed to so[Cit PAINTED S.S. 46' with one 11) N8 x 1/1." x 3/8" head D.C. diameter screw, 16' O.C. SOFFIT–max. 12 -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/0STVM `, SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 I I FACIA BOARD i EV KI'VE641 STAKES ASCU CAP ----- 3/4- X 1/4- CROWN STAPLE -a' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC 15001.2 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 I I' TRIM MAIL FASCIA BOARD PARIiEU 5.5. FASCIA CAP SOFFIT N- CROMN STAPLE OPEN RAFTER FASCIA BOARD 14 US S/U' I•KIE 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP. REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 of 12 This evaluation report is provided for 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 System No. I Installation Detail Min. 3/6" head dia. nail with min. 1!4" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/6" ongagemont.(for concrete or, block substrate). spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO 7ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. L -PAINTED S.S. 1.3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.2 FL12194-R5 Page 5 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 n„ SOFFIT STAPLE 3/4• x t/a• OPEN RAFTER DIAMOND PATTERN D ETA) LCROWNSTAPLES USING A DIAMOND i PATTERNsrs FACU BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWN 8' FACIA BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/a" TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48• FASCIA CAP NAILING FLANGE UP OR O.C. 3/4• X 1/4' CROWN STAPLE SOS— max. 16 -inch span WOOD SOS SUBSTRATE SOFFIT &FASCIA if D ETA L ALC 15001.2 FL12194-R5 Page 6 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 I I' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD I"rt- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 8 PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL FASCIA CAP; REFER / \ TO SOFFIT 1 FASCIA F' CHANNEL OEFAIL 8 SOFFIT: MAX. 16' MSPAN SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC 15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER------ fS`1 SOFFIT STAPLEUS 01ST jL— DIAMOND PATTERN DETAIL I I I I FACIA BOARD 't a/r efTMILfFUS FASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT—max. 16 -inch span SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 Page 8 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 I t' TRIM NAIL FASCIA BOARD FAINTED S.S. 1'et' CROWN FASCIA CAP STAPLES SOfFIT USING A DIAMOND PATTERN; REFER TO 1-4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT li FASCIA • 24F-1 8 DETAIL 24F4 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA/ \ OE IAL _ NominalSYP Batten Anchored to SOFFIT; MAX. 24' F•CHANHEL Rafters with ane 7d Ring Shank Nail at every Rafter W000 SUBSTRATC \ / SOFFIT STAPLE DIAMOND PATTERN ALC 15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No, ALC 15001.2 Installation Detail I tTRW NAR, FASCU BOARD PAINTED S.S. l.t' SMOOIN SHANK FASCIA CAP ROOF NAN.S SOFfli 1'rl' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER t0 SOFFIT i FASCIA DETAIL ffeadnal Par SYP Batten Anchored to SOFFIT; MAX. 2a' F -CHANNEL Rafters with one ld Rig Shank Nail at every Rafter UBSTRATEWO00SUBSTRATE - 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 TRIM NAR, FASCIA BOARD PAINTED S.S. 16GA i' T-NAILS—rASCIA CAP SOFFITI r4* CROWN STAPLE I t' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-3 8 7 DETAIL 24F-6 r4' CRO)STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'12' SYP F -CHANNEL Batten Anchored to Rafters with one Td SOFFIT. MAX. 24' Ring Shank NO at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL, -FASCIABOARD PAINTED S.S. 1"4CROWN FASCIA CAP STAPLESS SOFFITUSINGADIAMOND PATTERN; REFER TO CANTILEVEREO 1' ' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 " tRIH NAtL PAINTED S.S. DETAIL 24J-1 & 1.4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA OETAIL Nananel 1' 4 r SVP battens B scabbed OaMeen mors and SOFFIT; MAX. Ik' J -CHANNEL warred with one (1) 7d ring I I shank nail strslght•naaed Ih.gh the rsRer Into the end 111 WOOD SUBSTRATE of thebonen or two (2)7d ring shank nags toanaled on either side of the baRem al the balterVraOor Intersection i SOFFIT STAPLE DIAMOND PATTERN ALC 15001.2 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, Ka = 0.85 7. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) HeR hotfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 1 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7. 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 36.4 ALC 15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.2 FL12194-135 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. Design Wind Pressures for Soffits in Exposure C'.- Building Zone Mean _ `; n : Basic Wind_S• eed m0h)"'", Roof 20 1 8030• - 190 1 - - - 200 -Type Enclosed 4 Height 20- 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 40.2 45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 41.9 47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 41.0 46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 1 -27.9 -32.8 -38.0 43.6 49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 45.5 -51.8 • -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 1 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC 15001.2 FL12194-135 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 ALUMINUM COILS, INC Soffits Appendix C ALC115001.2 FI -12194-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. Desi n Wind Pressures -f6r. Soffits in Exposure Building Type Zone' Mean -A ''Basi6 Wind'Sp6ed kL' M -ph) Roof._ at Hei ht Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 65.2 72.258.5 25 -27.0 -31.6 -36.7 42.1 47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 .49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 40.0 45.9 -52.2 1 -58.9 -73.6 81.666.1 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 1 44.1 49,1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC115001.2 FI -12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" 3/8" J -Channel 3/4" - 1/8" HEM T -T 3W ISOMETRIC VIEW 3/8- PROFILE 150METRIC VIEW 3/!' PROKE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 1 of This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" r 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.2 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 ALUMINUM COILS, INC Soffits Appendix D carrry . o ar rvr 18' BLANK 3. / 8 PROFILE 7.1151W ddaoo 0000 aa000 s ooaa aaaoo oaoa ALC 15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 1 3 1/8" S/16" 1/2"1/2" 1/2" 3/4" 3/8" axsm Vzrnv 13.75" BLANK 3/8" PROFILE END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC 15001.2 FI -12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0000 00000 0000 a, 00000 0000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC 15001.2 FI -12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge I Stats & Facts i Publications FBC Stag BCIS Site Map ( tanks Search d Iota Le—%b V : Product Approval ka) ff cc I USER: Public User Product Approval Menu > Product or Application Search > Aoolrcatron US > Appliotion 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 Ci IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext 200 rmetzOOI@tampabay.rr.com Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOOI@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 L Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online 99 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 Page 2 of 3 http://vvww. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgse7mYBd2b3K6... 9/7/2017 FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at 1KO'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 Approved for use outside HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4 -15 - 2015 .Ddf Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions R9 II IKO-133-02-01FL7006 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 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 - Approved for use outside HVHZ: Yes 2015 .Ddf Impact Resistant: N/A Design Pressure: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 Il Hip and Ridge Cao Shingle Installation Instructions.Ddf 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 Approved for use outside HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4 -15 - 2015 .Ddf Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15, DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf FL7006 R9 11 Roofing- Products- Leadino-Edoe-Plus- ADoI ication-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://vvww. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Page 3 of 3 Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter 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: Beal Nert QMM lis :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850.487-1624 The state of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement •: AtttSslblBty 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 mad If you have any questions, please contact 850.487.1395. 'Pursusnt 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 emailt provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply s personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: D® Creek Card Safe http://,A,ww. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3 -Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins_ 8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: 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. ZLSigned: C Signed:^ Brad Grzyboski Duc T. u en Managing Director Florida Regis ere Professional Engineer P.E. Number: $6034 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 ConsWoon Materials Technologies, U.C. 6412 Badger Drive Tampa, Fl. 33610 Tel. 813621.5777 Fax: 813621.5840 e-mail. materialslestingl pricrnt.com Website- http://www.pricmt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3 -Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES U N—AILS SEALING STFaPNAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Consh cbon Matenals Technologies, LLC 6412 Badger Dore Tampa, FL 33610 Tel: 813621.5777 Fax: 813621.5840 e-mail• matehalstesting@pnant.com WebSile: httpJAvww.prianl.aom 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". 631 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails as shown. M [nz a ilB rl CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PW Construction Materials Technobgies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel,813-621-57T7 Fax. 813621.5840 e-mail: materia1s1es6ng&icm1.can WebSite: http://www.pncmLcom 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 51/8" (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 buff 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. TOM CM PW Consouclion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 TO 813-621•SM Fax. 813621.5840 e-mail: maledaWesbng@pricmt.00m WebSile: http://www.pricmt oom 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. PRI Construction Materials TechnDbgies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5777 Fax. 813-621.5840 e-mail: materialstesting@pnanl.com Website: http:/twww.pncmt.com Florida Building Code Online Page 1 of 2 Professional .,aidation I Fro BGS Home I log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts ; Publications I FBC Staff ; BCIS Site Map I Unks I Search I Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoof'ing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRooring.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 )esus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) standard Year ASTM D226 2006 ASTM D4669 2005 Equivalence of Product Standards Certified By I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,A tDgtOc8bnSknRps9... 9/7/2017 a Y Product Approval IUSER. Public User ProAU[i Approval Menu > ProouR or Aoolicapon Search > Application List > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoof'ing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRooring.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 )esus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) standard Year ASTM D226 2006 ASTM D4669 2005 Equivalence of Product Standards Certified By I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,A tDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Documentation from approved Evaluation or Validation Entity OYes 0 N ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option B 02/13/2015 02/13/2015 02/19/2015 Page 2 of 2 FL # Model, Number or Name Description 2346.1 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II Installationlnstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II 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.Ddf Other. Primary roof covering should be installed FL2346 R5 TR 30w Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Ne:t Contact Us •: 2601 Blan Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida..: Privacy Statement ;: Accessibility Statement :: Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls 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=e . Product Approval Accepts: bcl Credit Card Safe http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=vvGEVXQwtDgtOc8bnSknRps9... 9/7/2017 M WARRIOR® ROOFING MANUFACTURING P. 0. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (205) 553.1734 • FAX (205) 5531755 r 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE (170) 207-0095 • FAX (170) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (117) 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 pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the b( length a minimum of two inches as you move up 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. DESCRIPTION AS FURNISHED: Lot 104, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America TRACT A STORMWATER TRACT REC. 1/2" I.R. NO I.D. 3836 LOoN LANE F>>*(vi-2315 Lj O O LOT 105 a 52.50' PC - REC. 5/8• I.R. NO I.D. SETBACKS AS FURNISHED FRONT a 25'(•) ROAR - 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS P1:/7 DRAINAGE PLANS V- = aPROPOSEDDRAINAGEFLOW LOT GRADING TYPE A d OQO PROPOSED F.F. PER PLANS a 27.0' Q LOT 106 N 89°43'03 " E 80.00" I6ry6'L 6 tiCO. O.b REC. 1/2" I.R. NO I.D. LOT 104 24.80' 3,7x3.7' 24.80' AC PADS 10.00' 22.7' o COV'D. o BRICK 10.00' 17.3' w TWO STORYRESp ENCE F.F.=1D27.04' `..° t6 LOT 103 o 0 COV'0. BRICK PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 6,900 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 4031110- 5131 SQUARE FEET FOUNDATION/PAD 2,359 t SQUARE FEET WALKS 28/ 300= 328 t SQUARE FEET REAR PATIO 104 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEE[ SOD 3,8931250 - 4.143 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTC FRONT SIDEWALK AND STREET LOC4770H TAKEN FROM PLANS PROy7DEO BY CLIENT • NOT FIELD VERIFTEO CRUSENME'YER-SCOTT CLEC. CKAIN LINK L:C. ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - c Mi I5.3' 10.00' i P • 10.00' 19.3' 13.7' V roIM: r • DFIttIEL IP IRON PIPE 16 TYPICALPOINT Or REVERS[ CURVATURE 1 THE UNDOt516NED DOES HEREBY CERTIFY ITAT 1185 SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA OOARO Or BRICK P.C.C. RAI C BRICK WALK EI I.P. . 1/2' IR /OLD AS9i j DR. 30.53' 2. UNLESS E000SSED WON SURVEYORS SCN47UAE AND ORIGINAL RAISED SEA, THIS SURVEY MAP OR COPIES ARE NOT VALID. 1 25.20' 25.20' 11 V.P. 0.6' 10' UTIL. ESMT. 0.6" 11 a ryh' OFF OFF tih' P.D.C. • POINT OF CONMCHCCKENT 5' CONC. WALK REC. 1/2• I.R. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OFHERWISE SHOWN. NSD .NIL LttDIt NO I.D. FINISNCO FLOOR ELEVATION WILDING SCTWK LINE N 89-43'03" E P/v RIGHT-Or-VAY Ori 60.00' 6 ryGQ,Oy tiGF DJ. ASC !FARING 7. BEARINCS. ARC BASED ASSUMED DAVM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) L 0 O LANA PRIVATE ROAD)(50' WIDE) S. ELEVATIONS D' SHOWN. ARC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF I929. UNLESS OTHERIWSE NOTED. PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 6,900 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 4031110- 5131 SQUARE FEET FOUNDATION/PAD 2,359 t SQUARE FEET WALKS 28/ 300= 328 t SQUARE FEET REAR PATIO 104 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEE[ SOD 3,8931250 - 4.143 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTC FRONT SIDEWALK AND STREET LOC4770H TAKEN FROM PLANS PROy7DEO BY CLIENT • NOT FIELD VERIFTEO CRUSENME'YER-SCOTT CLEC. CKAIN LINK L:C. ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • Pel.. POINT ON L114 roIM: r • DFIttIEL IP IRON PIPE TIP. PAA: TYPICALPOINT Or REVERS[ CURVATURE 1 THE UNDOt516NED DOES HEREBY CERTIFY ITAT 1185 SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA OOARO OrIR. . IRUN ROD CK CONCRETE MpJUKEN7 P.C.C. RAI PO K CDiOUND CURVATURE RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMWIST MIE COPE PURSUANT M SECRON 472.OZ7. FLORIDA STAIVIS EI I.P. . 1/2' IR /OLD AS9i NR HDI -RADIAL 2. UNLESS E000SSED WON SURVEYORS SCN47UAE AND ORIGINAL RAISED SEA, THIS SURVEY MAP OR COPIES ARE NOT VALID. RCC. . RECOVERED V.P. WITNESS POINT 1 THIS SURVEY WAS PREPARED FROM TITLE WFORIAAITCN FURNISHED TO THC SURVEYOR. THERE MAY BE OTHER RESTRIC11MIS P.0.D. • PONTIDF DCGDDIING CALL. CALCULATED OR EASEMENTS TINT AFFECT TMS PROPERTY. P.D.C. • POINT OF CONMCHCCKENT PRM PERMANCHT REFERENCE M"UREN' 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OFHERWISE SHOWN. NSD .NIL LttDIt FI. DSL FINISNCO FLOOR ELEVATION WILDING SCTWK LINE S. 11115 SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERFIFIED TO AND SHOULD NOT BC Pa" UPON BY ANY OTHER CNTITY. P/v RIGHT-Or-VAY Ori DCIDIARKCN B OIAIDISIONS SHOWN NR ITOLROELOCATIONOFWPROVOJENTSHEREONSHNOT BC USED TO RECONSTRUCT BOUNDARY LINES. CSNT. USENCNT DJ. ASC !FARING 7. BEARINCS. ARC BASED ASSUMED DAVM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE S. ELEVATIONS D' SHOWN. ARC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF I929. UNLESS OTHERIWSE NOTED. UTIL. U7ILITYr D, CERTIFICATE OF AUTHORIZATION Ne, 4326. OLCE vD.FC • VOOD FENCE C/D • CONCRCTC 01 P.C. • POINT or CWVAIURC P.I. ' POINT OF TANGENCY DESCRIPTION R • RADIUS L • ARC LCNG74 D CERTIFIED BY. D DCL TA C • CHORD C R • CHORD KARING NORTH CjXARIUSENLRTHISBUILDING\PROPERTY DOES NOT UE WITHIN ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM• T, R.L.S. / 4714 ZONE X'MAP / 1211700090 F (09-28-07) COTT, R.LS 1 4801 SCALE -- I* - 20' I DRAWN BY: •'• DATE OR_DE_R No. PLOT PLAN 07-24-2017 2919-17 FORMBOARD FOUNDATION/ELEVS. 10-0-17 4334-17 FlWVaEVS. 03-Z7-18 1 1781-;S Envelope Leakage Test Report Blower Door Test) R402.4.1.2 Compliance Jurisdiction: Permit #: 11-2570 Job Information Builder:'patK Community: W Lot: WLILtauve. Unit: Address: 3 836 LOOn LOLYN9 City: 30,r40c6 State: L Zip: 3X77 Air Leakage Test Results Passing results must be 7ACH(50) or less Method for calculating building volume: OW x 60 _ (p, a q q = 5, (P 7 O Retrieved from architectural plans CFM(50) Building Volume ACH(50) OCode software calculated DAASS FAI L Q. -field measured and calculated When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. 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 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing Company Company Name: 15 Liahtyears, Inc. Phone: (855) 438-1515 1 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: 31ad o Signature of Tester: h. Printed Name of Tester: Mille Estrera License/Certification #: 51684V Issuing Authority: RESNET 4 Duct Leakage Test Report Prescriptive or Performance Method a mnw tx`• Jurisdiction:, Permit #: 1 -a570 Job Information Builder: Community: are ow eS Community:W ndham ReSecve_ bot:i Address:3 o Lom CaAe, Unit: City: om State: FL Zip: 3a77 3 Duct Leakage Test Results O Prescriptive Method #Performance Method System 1 35 cfm25 System 2 2 _ cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems 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 Performance Method cfm25 (out or Total) To qualify as "substantially leak free" Qn must not be greater than the I n proposed duct leakage Qn specified on Form R405-2014 Tota all i Total 0,03 Qn Leakage Type selected Qn specified on Form systems Square Footage on Form R405-2014 ( Energy Calc) R405-2014 (Energy Calc) PASS []FAIL 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: 3k Zj Signature of Tester: A Printed Name of Tester: Mike Estrera License/Certification #: 51684V Issuing Authority: RESNET CERTIFICATE of ACHIEVEMENT THIS ACKNOWLEDGES THAT Michael Estrera HAS MET THE STANDARDS REQUIRED BY RESNET, AS A CERTIFIED HERS RFI OCTOBER,20 2017 RFI# 51684V'- SIGNED, Nicholas Barry, IV RESNET QAD & TRAINER vv%'wf'm PEC i 4k a CITY OF SANFORD BUILDING & FIRE PREVENTION 2017 PERMIT APPLICATION Application No: 31 aha $ CU n (,,,n S _ocgmented Construction Value: $ S d Job Address: l (/ v`C_ Historic District: Yes No Z Parry LED- Residential 0 Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Plan Review Contact Person: _ L O '5,,/ h/ /Y1lLt—a 4 h Title: Phone: 407-323-7515 Fax: 407-32!3-8954 info@api-orlando.comEmail: CPropertyOwnerInformation •SI Name _ S u Q l (J. Phone: _4 (n .-qq (f I? a Street: Resident of property? : _dam City, State Zip: Advantage Plumbing, Inc. Name PO Box 1117 Street: City, State Zip: Sanford, FL 32772 Contractor Information Phone: 407-323-7515 Fax: State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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 OFCOMMENCEMENT. 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 roust 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: 51" Edition (2014) Florida Building Code Revised: lune 30.2015 Permit Application SCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 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 con actio nit zoning. Ih6m S srn r` I'.1 q i 7 Signature of Owmer/Agent Date Signature of Contractor/Agent Date PrintOwn /Agent's Name Aglz i ore Notery-State of Date Owner/Agent is _X Personally Known to Me or Produced ID Type of ID A Thomas Smith Print Cuntracror/Agent's Name Or Meredith L Wamicl e.Smgh PUBLIC Sign of S4LAr6WrftRIDA Date Ctxnrrtp GG136869 Expires 8/21/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: 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: Fes: COMMENTS: BUILDING: Revised: June 30, 201 S Permit Application Advantage Plumbing, Inc. Pro osal Submitted To: Phone: Date: 6-14-17 Name: Park Square Homes Job Name: Margate/Margate II; REVISED 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: Royal Bath Sterling 60° comer soaking tub in master bath with thermostatic mixing valve: + $1120 Bid excludes faucets and sinks. Page No.1 of 1 Page(s) Moen Roman tub valve per spec and 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 set* 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 RICK SCOTT, GOVERNOR MATILDE MILLER, INTERIM SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD LICENSE NUMBER r The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 DEMING, WAYNE LEE - CONTROL ENGINEERING- GROUP 175 SEMORAN COMM ERCE'PL`STE C APOPKA FL 32703 ISSUED: 06/13/2017 DISPLAY AS REQUIRED BY LAW 0 9 ti SEQ # L1706130000577 CITY OF APOPKA LOCAL BUSINESS TAX RECEIPT No: 4385 120 E Main St., Apopka, FL 32703 - (407)703-1712 Date: 9/26/17 Effective October 1, 2017 to September 30, 2018 A Must Display Receipt/Ownees Responsibility to Renew X BUSIMSS TAX Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida rhis local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other awful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2017 EXPIRES 9/30/2018 1802-1186217 1802 ELECTRICAL CONTRACT $30.00 1 EMPLO Tax 61.00 Address: 175 SEMORAN COMMERCE PL C Penalty APOPKA FL 32703 Transfer a Activity: 08C8-2 CONTRACTOR -STATE LICENSED App Fee o ELECTRIAL CONTRACTOR) Other TOTAL TAX $30.00 rn Total Paid 61.00 PREVIOUSLY PAID $30.00 PAY IN OCT 0.00 Issued to: CTR III ENT INC DBA CONTROL ENGINEERING PAY IN NOV 0.00 175 SEMORAN COMMERCE PLC PAY IDS 0.00 APOPKA FL 32703 QP IN J i7 0.00 A Must Display Receipt/Ownees Responsibility to Renew X BUSIMSS TAX Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida rhis local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other awful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2017 EXPIRES 9/30/2018 1802-1186217 1802 ELECTRICAL CONTRACT $30.00 1 EMPLO PAID: $30.00 2503-03115566 7/13/2017 ao TOTAL TAX $30.00 rn PREVIOUSLY PAID $30.00 R ERA CARLOS TOTAL DUE $0.00 0 Zr TR III ENTERPRISE INC I MOBILE FROM CITY OF APOPKA (MOBILE) CLr/ 17575 SE ORA COMMERCE PLACE SUITE C X - OUT OF COUNTY, 00000 rrO l f 1 `1 APOPKA FL 32703 PAID: $30.00 2503-03115566 7/13/2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION v ' Application No: air I Documented Construction Value: $ Job Address: ,a o " n n Historic District: Yes No Residential Commercial Parcel ID: TyPe of Work: Newer Addition Alteration Repair Demo Change of Use[] Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Phone: Name Resident of property? Street: C ' City, State Zip: _ Contractor Information Information ZG Phone: R1=3 10.3 J3 X Name V „ Q,- Fax: Street:l State License No.: City, State Zip :T nn F! 3.. Architect/Engineer Information Phone: Name: Fax: Street: E-mail• City, St, Zip: Bonding Company: - Mortgage Lend r: Address: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENC AY RESULT IN YOUR MENCEMENT MUST BE PAYING TWICE FOR IMPROVEMENTS TOYBE ROREO HE FIRST 1NSPENOTICE CTION. 1FIYOU INTEND TO OBTAIN RECORDED AND POSTED ON THE JOB SITEFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. do the work or installation has Application is hereby made to obtain a permit to that all worrk willk and be to allations as meet sdtandards of all law. I certify that s regulating construction commenced prior to the issuance of a permit and pools, in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, 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: 51" Edition (2014) Florida Building Code Permit Application Revised. June 30, 2015 ts of this permit, there may be additional restrictions applicable to this property that may beNOTICE: In addition to the requiremen ay be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthiscounty, and there m 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 contact is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. e in The actual construction value will be figured based on Should calculated charges figured off the executed he current ICC Valuation ( cont acctt issued,ct at the time the permit is accordancewithlocalordinance. S 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. zs 7 Signature of Owner/Agent Date gnature of ontrector/Agent Date Prnt Contractor/Agent's Name Print Owner/Agent's Name Date Signature Signature of Notary -State of Florida orFlorida`` NNtiPbLlaDat leresa Maria Donahue Owner/Agent is Personally Known to Me or Contractor/Agent is _ Produced 1D Type of ID Produced ID ")V COMMISSION IFF916778 r, r = EXPIRES October 23.2019 4, n Knov n wWW.AARONN07ARY.COMOFfV PerMe or 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: Flectric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised. June 30, 2015 WASTE WATER: BUILDING: Permit Application SRIiYh 'J Y• PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD crrY: ORLANDO STATE: FL CONTRACT AGREEMENT - PAGE 3 1 OR 4 JOB NAME:` DATE: 6/21/2017 • PRESERVES' . DocuMENT: ELECTRICAL CONTRACT REVISED sP : LEVEL I — WITH CFL BULBS FUEL: GAS/ELECTRIC MARKET: ORLANDO CITY: SANFORDFL urvnlnuAM DRFSFRVE SERVICE PLAN SIZE SQ FT A/C SYSTEM PRICE 10 -kW HEAT 240V, 60A 6,663.00 BARCELONA 200A 2392 5 -TON AC 240V, 50A 10AW HEAT 240V, 60A 6;667.00 CARNIVAL 200A 2402 5 -TON AC 240V, SOA 10 -kW HEAT 240V, 60A 8,477.00 CYPRESS 20014 3449 5 -TON AC 240V, 50A 10 -kW HEAT 240V, 60A 6,992.00 GLASTONBURY 200A 2798 S -TON AC 240V, 50A MADRONA 8410V HEAT 240V, SOA 5,740.00200A2091 4 -TON AC 240V, 40A 8 -kW HEAT 240V, 50A 5,455.00, MARGATE II 200A 1966 4 -TOFF AC 240V, 40A 8 -kW HEAT 240V, 50A 5,701.00 MELBOURNE 200A 2107 4 -TON AC 240V, 40A SAW HEAT 240V, 35A 4,279.00 MILAN 200A 1349 3 -TON AC 240V, 30A 10 -kW HEAT 24OV, 60A 6,281.00 PEMBROOKE 200A 2570 5 -TON AC 240V, 50A 10 -kW HEAT 240V, 60A 6,616.00 PENNSACOLA 200A j 2570 1 5 -TON AC 240V, 50A CONTRACTOR/OWNER: EDMONSON ELECTRIC: — 1034Skipper Road • Tampa, FL DATE: DATE: G'l y.•.µwn.i-._ Y,•.n._. .sY.rT-YS:..T.ri:..:.•.1'e: -.ss-%:.s..n.T•s -l:.e. -:.-1.,:...: .. Wit:. 13-Phone:(813)910-3403 Fax:(813)910-8546 • www.EdmonsonElectric. com FLOWDA LICENSE U X: CITY OF SANFORD BUILDING & FIRE PREVENTION y PERMIT APPLICATION Application No: /r7-o?51 4 Documented Construction Value: $ Job Address: ,3 itv o L oc>n iC.GLn e— Historic District: Yes No (I Parcel ID: Residential Commercial Type of Work: NevErAddition Alteration Repair Demo Change of Use Move Description of Work: 6,-.. c_4o.c,l Ll or)L Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of Contractor Information Title: Name&ZE.5 77 Phone: RL3 -910 403 CAJ 932 - Street: 1034 32Street:1034 S ipacr ed Fax: City, State Zip:< State License No.: lfr f.3 005 SI0? 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. 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: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application O 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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. 71015-, l7 Signature of Owner/Agent Date 2,119nature of ontractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of fD Signature of Notary-$'tate of Florida Contractor/Agent is _ Produced ID jdl_ Da eresa Maria Donahue COMMISSION IFF916T18 EXPIRES October 23. 2019 www.AARONNOTARY.COM Known VMe or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: _ FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application nEno- nnsitux CONTRACT AGREEMENT jAu>; 1 a 1 vFa JOB NAIVE: DATE: 6/21/2017 PROPERTY OWNER OR HIS AGENT: Documguj: ELECTRICAL CONTRACT REVISED PARK SQUARE HOMES SPEC: LEVEL I — WITH CFL BULBS: GAS/ELECTRIC ADDRESS: 5200 VINELAND RD :ORLANDO CITY: ORLANDO $TATE: FL : SANFORD STATE: FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE SEBRING 200A 2410 10 -kW HEAT 240V, 60A 6,758.00 5 -TON AC 240V, 50A SORRENTOIJ 200A 2078 8 -kW HEAT 240V, 50A 5,465.00 4 -TON AC 240V, 40A SPRUCE 200A 2774 8 -kW HEAT 240V, 50A 7,264.00 4 -TON AC 240V, 40A SUNDANCE 200A 1730 5 -kW HEAT 240V, 35A 5,081.00 3 -TON AC 240V, 30A TELLURIDE 200A 2637 30 -kW HEAT 240V, 60A 6,601.00 5 -TON AC 240V, 50A TRIBECA 200A 1986 8 -kW HEAT 240V, 50A 5,608.00 4 -TON AC 240V, 40A TUSCANY 200A 2718 10 -kW HEAT 240V, 60A 6,818.00 5 -TON AC 240V, 50A WALTON II 200A 1811 8 -kW HEAT 240V, 50A 5,110.00 4 -TON AC 240V, 4DA WELLINGTON 200A 3075 QTY 2) 5 -kW HEAT 240V, 35A 7,587.00 QTY 2) 3 -TON AC 240% 30A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: DATE: nv a4V.7'R t'IY]f-•T.'sYY`•: SZf..sINC:]Seary. Yusc V \VCS Or V... ..-lacits...^.eri•u.JIC•f.WIVIC.Ca'-.:Rs.]. n.'SAIn•.,n'-v tY•••C T1034 Skipper Road • Tampa, F 3 -3 • Phone:(813)910-34 • aax:(813)910-8546 • www.EdmonsonElectric.com FLORIDA LICMSE 9 EC 13003408 DESCRIPTION AS FURNISHED: Lot 104, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of Americo TRACT A SMRMWATER TRACT LOT 106 N 89'43'03" E 80.00' 1 M1 S 6E I M1p. M1p. 24.80• 24.80' I LOT 104 1 10.00' W Nj O0 LOT 1D5 O ..N O 10.00' FORUBWO rouNDAnON TOF- TOP OF FORM FORM AVERAGE -27.03- 10.00' W or' o y LOT 103 O ~ 10.00' 252 0' 252 0' IO' UTiL. s Es"T, /- t, P.C.----$ 2.50' •, N 89'43"03" E 80.00' SETBACKS AS FURNISHED FROM 251•) 9` y M1g M1 SIDE 5'0(40' LOT) 7.3 TO- ( 7°• LOT) TO- 0' (75' LOT) LOON LANE SIDE STREET - 25 (60' & 75' LOT) 15' (40' LOT) PRIVATE ROAD)(50' WIDE) 25' FROM SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS INSUCCESSION0' AND A MINMUM OFINA TOTAL LOT AREA 0,W0 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET FLATWDRK PER DRAINAGE PLANS DRNE 403/ 210. 513 1 SQUARE FEET FOUNWTION/PAD 2,359 3 SQUARE FEET PROPOSED DRAINAGE FLOW WALKS 28/3DO- 3283 SQUARE FEET REAR PATIO 104 t SOUARE FEET FROM PORCH DECK 93 f SQUARE FEET LOT GRADING TYPE A SOD 3.693/ 250 - 4.143 t SOUARE FEET POO, DECK N/A t SOUARE FEET PROPOSED F.F. PER PLANS - 27.0' MOM MMM SID W K AND SIRM LOGTIDN TAMEN FMM1 FUNS PRONGED Of MM • MM FaV VfPf D CRUSEXMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS 1D Nom' 5400 E. COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 nAr PZL • NOMI a UK MO71M Ip. : roc PAIL : MN, tr avaa a ryAWK UL Mm, LL . NmIR W r04mM0 ONVATAL 1. na u0000im Dors Iomr rnmr nwr nnJ wntr uals na ar.rorm! O• NucRt sr ramt n na no. wAv Crr1r0/ON, 91M/p0 AMO IfV7DE N LMYrD11 fr /EdtlO 101 6RM111T LOGE 11A61MM iD SQrbl 17L0S7. FLO® SGrN6 CA • CNa[ft M04MM71N MA0. • MANML MSLit W. • IrCw $A. Ifts .!K MA • V" MAN4VP. . vntct! rmrt IMAaS dfa06ifa MIIM SODL10Wt JaGM71MR AMD mUCNM. AI® ZM. ne SIM1Rr WP OM AIR MDr 1WD a. NNat s1Mlar tlw rRwMNw rNNI1N NnNE NIaID11f1/M IVIOMaIw m 1M[ sflRLc+aM. 71Q[ wr K anew M87MIt11014 Aa : ro/M N "N"""CAM . N "WIM IIIc . rmllf N COIMOLDKM1 r. . la" M GSDIDDS Mr MTLCf 110MImORf: 110 WOVIMM" I/ADNOIwR NLK aw LM11v LIAM an10rMSZ 9101NN7U011 V".EV TCNIJr. . Map"Ipf! nm RlL. • vM1m10 SUM. LUCMMp a no hv 6 MwA® FOM M tZMEmugwrNw Fw= N ANI) 51 M" Mar or MEND ~ Or Avr m1MM DmrrSiM NtaOW NOR-CrVAr MM . fa[N4Mr tw M1iL Y • I.Sr ltnmr a OMI019d6 gem FOM 11R IOOLIIN/ or OmlOW MS WON SPO" NX K USM M 0M=1SFR= WAVVtr LM. a AM CN MOM AS wwf .EµU LrwaftAwMaaor" Mf[ N OYM Ka . N L IR UOQ WL . OWN L 11. r. CERMGR 0/ AMAMR/0M 4M VIM . V® rDOL t/ M • tocam RM SG1lE N 1' - 20' - OrLLWM BM "• L • ro , W anV.IMM r. T • rmMN W MIMI r MLLDCM LL t MKAMDO 1145 BIDNDM\PRGFV"Y 006 MOF UE MAN INE ME461 HM 100 KM nW DUNE AS PER TM* ZONE Y' INP 1 12117CONO r (09-20-07) CERRFIM W. PLOT PLAN 07-24-2017 291a-17 r0R11BOMD rwNthu N/E{EVS. 10-04-17 43.74-17 IOM X. GRUSU MMI, RLS. 1 4714 LMMIEJ W. SCOTT, RLS 141101 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 Client: UES Project No: 0110.1700817.0000 Workorder No: 9333361-1 Report Date: 10/12/2017 In-Place Density Test 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing Area Tested: (Lot 104) 3836 Loon Lane Material: Native Reference Datum: 0 = Bottom of Footing 1 %.Z31 -5" - In -Place S' UES Technician: Tristin Kegler Date Tested: 10/12/2017 Type of Test Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modred 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%1 Field Dry Density per Field Moisture 10kl Soil Compaction Iii Native peps inch) Pass or Fail 1 East Footer 0-1 ft 106.8 10.6 108.0 9.9 101 N/A Pas: 2 South Footer 1-2 ft 106.8 10.6 106.3 8.3 100 N/A Pas: 3 West Footer 1-2 ft 106.8 10.6 109.6 8.5 103 N/A Pas: 4 Northeast Comer of Pad (TOF) 1-2 It 106.8 10.6 110.3 10.6 103 N/A Pas: 5 Southwest Comer of Pad (TOF) 2-3 ft 106.8 10.6 106.5 10.3 100 N/A Pas: Remarks: TOF= Top of Fill TA nwlnhl:wh n —.0-1 nnn/n..1:..n M 8 /n:..n 11n •.Ironln 0— O..hl:n ft -4 --h— nil --.#. — ....h—W'.4 e....nnF.Inn/:nl n•nro.A• nl......./:nn/n nn.1 n..hnri..I:nn CITY OF SANFORD BUILDING & FIRE PREVENTIONii `no PERMIT APPLICATION Application No: 1 `7 - 3315 Documented Construction Value: $ !4 6-11 Job Address: 1,A5 Mp Uc n U4-ne Historic District: Yes No Parcel ID: Residential'® Commercial Type of Work: New 19 Addition Alteration Repair Demo Change of Usc Move Description of Work: \rS'Vc1,\\ inP,W 924. iUh a,% -A nem 'G A-bh 40&_ w Ocy' 'Auc-A wb. C yuJ" VC44 a+ -A e'XkR(4 S -vs Plan Review Contact Person: Title: Pt d_l-AA i vt q Phone: *} I, CW5 2 V2. Fax: v Email: Oihy - CbAs iclye2 0- cmes nCoo1 Property Owner Information Name 'P"%: Sq -'CC Phone: Street: J2 X V;tne.\gAck RA Resident of property? City, State Zip: Oe\,ty..=V- fk- 32JS"1 I Contractor Information Name e Phone: 401 O 5 2 -7t#2 - Street: 225 Sct,n A4&' .mom C; A Fax: City, State Zip: WY*W a>Yy- , C -L 'L'lq'Z State License No.: GkC 03 24 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned 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, e1c. 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 Pcmtit Application s 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 be done in compliance with all applicable laws re Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ing information is accurate and that all work will g c&structipn and zoning. Sibature of ontractor/Agent Date n ZAP t\ -e Print Contractor/Agent's Name vf Signature o to KELLY WEBSTER Notary Public - State of FloridaT(eMYCommission # FF 978034 Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A t t Produced ID Type of ID Produced IDType 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: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application f i Revision 0'j City of Sanford Response to Comments O Iv- Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2315 Submittal Date 12/05/17 Project Address: 3836 Loon Lane (Wyndham Preserve lot 104) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkisonOparksquarehomes.com Trades encompassed in revision: Building 19 Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Revised drainage riser diagram ROUTING INFORMATION Approvals SF I7-11-11 Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: Revised drainage riser diagram ROUTING INFORMATION Approvals SF I7-11-11 Nit r- sq(40A x 14"rU w H fJ41mj&Jo)A v' t -o* -r j o y mK6412r.rr W 1 amus o 1'Isi v 3¢ L4 M lb 1v VOY` I?- oil Y,4j V 3 ILI M N 0 Mvit' oo; o ijj or n 3 0 NONNI cn MOONS Advanta;- plumbing, ing Lueense # Nene`-lcykp 1 Signature ,