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2452 Waxwing Way
3o's)q COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 BUILDING APPLICATION #: 17-10000739 BUILDING PERMIT NUMBER: 17-10000739 UNIT ADDRESS: WAXWING WAY 2452 TRAFFIC ZONE:022 JURISDICTION - SEC: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE-1 OWNER NAME: I ADDRESS: DATE: October 06, 2017 17-20-31-502-0000-1490 / p PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: PARK SQUARE ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2452 WAXWING WAY / LOT 149 SFR WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing i.00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00- AMOUNT 5,759.00 STATEMENT,( ,/%9 rDUE RECEIVED BY: [ SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, t TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 11111111111111111111111111111111Ill)1111 GRANT MALOYr SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER BK, 9017 Pq 1568 (IF'ss) CLERK'S 0 2017111098 RECORDED 11/02/2017 02:40:21 PM RECORDING FEES $10.00 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 7'' — 111 !]., qParcelIDNumber. 17- ZO i/ J s Z91 10 / o The undersigned hereby gives notice that improvement will be made to certain real properly. and In accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If avallabie) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest In property: Fee Simple Fee Simple Tide Holder (d 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 a. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A 8. LENDER: Name. Fifth Third Bank Phone Number. Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address, 8. In addition, Owner designates of to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from dale of recording unless a different dale 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. Vishaal Gupta, Executive Vice President i ( SlpruWn rR Ovmr ar Lsaw, err a Lnrw'r Omni N1 cad ProvMe Slyn Ws nmlOam) AulMriz' leo OlrmrlOhWorRrM/AYnp State of r/r' County o1 r 'T t- The foregoln l atrujm,e—nt wa ckn dged before me this day of 'v t/U o 42 by ' S Who Is personally known to me Nam or canon mrL,p m who has produced identification O type of Identification produced: ARUNA BALA GOEL MY COMMISSION #FF 1 fie 10e EXPIRES December 14, 2018 t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f Documented Construction Value: S Job Address: 2452 Waxwing Way, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1490 ( Wyndham Preserve lot 162) 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 Phone: 407-529-3135 Fax: D Title: Permitting Manager Email: mparkison(cDparksquarehomes.com Property Owner Information ame 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 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 Arch itect/Eng1neer 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: Address: 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: 5th Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 1 wow • M r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Lkr 1""0,1% / % /0 / Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Gu Print Owner/ ent's Name t:';;.,; MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 8ondod Thru Notary Pqbllttindarwrltam Vishaal Gupta_ Print Contractor gent's Date SrQn ture of oar':'• MICHELLEPARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondi d Thru Notary Public Underwrllors Owner/Agent is Personally Known to Me or Contractor/Agent is L---Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical Q Mechanical ff Plumbing© Gas Roof Construction Type: sib_ Occupancy Use: (Z.3 Flood Zone: X -SL2, h-rTAU{ED Total Sq Ft of Bldg: Min. Occupancy Load: 14 of Stories: Z New Construction: Electric - # of Amps t SO Plumbing - # of Fixtures 113 Fire Sprinkler Permit: Yes No [ # of Heads APPROVALS: ZONING: I1071 '1 UTILITIES: COMMENTS: ENGINEERING: M'CG O-ZS-1`j FIRE: Ok to construct single family home_I with setbacks and impervious area shown on plan, qy• 0% iMP. 19SGo Try beca - C, C-L Fire Alarm Permit: Yes No WASTE WATER: BUILDING: N" 11,1 17 Revised June 30, 2015 Pennrt Application 90*001 / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ 9— J d ? / Documented Construction Value: S 150,000.00 Job Address: 2452 Waxwing Way, Sanford 32771 Historic District: Yes No i (Wyndham Preserve lot 162) Parcel ID: 17-20-31-502-0000-1490 Residential X Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 . Fax: Title: Permitting Manager Email: mparkison@parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 901 a /0 //7 / 1 16L J L 1CL Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Gu Name ol Date MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondod Thru Notary Pu ndanvrilers Owner/Agent is Personally Known to Me or Produced ID Type of ID Vishaal Gupta — Print Con ctor gent's o / 2 MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bnndod Thru Notory public Undonvrllors Contractor/Agent is &--P--ersonally 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: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: R /o ZO'/%WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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: 2452 waxwing way Property Owner: Park Square Enterprises, LLC I Parcel identification Number: 17-20-31-502-0000-1490 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: E 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) 0 OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-3089 Reviewed by: Michael Cash, CFM Date: October 25, 2017 1 1, 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Fti°87- Landscaping in Right -of -Way www.sanforon.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688 5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a f, 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 Know w,et%below. size and location of the existing right—of-way and use shall be provided or application could be delayed Call before You dig i 1. Project Location/Address: 2. Proposed Activity X Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work - Other Completion Date Construction of new driveway for new single family residence 1-1 Emergency Repairs This application i submi ed Ply Ow Signature Print Name- Vishaal Gupta Address 5200 Vineland Rd SuiU do,FL 32811 Phone: (407) 529-3135 Fax Email. mparkison@parksquarehomescom Date- /0 7 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read nd un erstan the ove statement and by signing this application I agree to its terms. Signature: Date off/ /> This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. 1 Pre -pour Inspection by Date Application No Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions- Official Use Only Fee: Date Date: Date: Date: A G -Z5 - Date: November2015 ROW Use Driveway pdf REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # i—i_ Address: 2457- tvApew Wr, , .jaw BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame - - 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING PERMIT - - _ - u Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 LIMITED POWER OF ATTORNEY t Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: D I hereby name and appoint: an agent of - David Mercer Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 8'-- The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: 12/31 License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this ,7day ofA"k6n--,- 20X'Z_, by Vishaal Gupta who is ¢(personally known to me or o who has produced as identification and who did (did not) take an o S gna ure MICH LLE PARKISON Print or type name MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 i' Bonded Thru Notary Public Underwriters Notary Public -State of F\C C\ Commission No. VF apo3 k5a My Commission Expires: Rev. 08.12) Page 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park, FL 32789 IIIIII IIIII IIIII IIIII IIIII IIIII IIII ilil GRANT tIAL')Y, SE!iIItiO-E COLNTY ERY OF CIRCUIT COURT & COrPTROLLER CT •3955 "3:i 14'-1i7 rFs i CLERK'S t 2017078301 RECORC G ii3/i3i2ii17 ii9:44:5, AN GEED DOC TAX i25,Ii6.00 RECORE•I4-, FEE- 435.'dj i.COROED P-Y hdevore SPACE ABOVE THIS LINE FOR RECORDING DATA] ------------------- SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of August, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall- not serve to reimpose same. Book8965/Page144 CFN#2017078301 Page 1 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: U Print Name Scde eS cz- ( y) Qb ee- Print Name: R. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: (1 4 Ro ert 17&kiss Authorit epresentative The foregoing instrument was acknowledged before me this 2 7 day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LLC, a Florida limited liability company, on behalf of said entity. He is personally known to me or has-prQduced raxaotrz waetrz wr cawnSONS"9V45 t, ow+.MgA2 Qo f ia„ed TMu 1bYp n,a e ad..Ir. Notary Public, gtate of on Seal) Book8965/Page145 CFN#2017078301 Page 2 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description Lots 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 149, 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Page146 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. r Book8965/Page147 CFN#2017078301 Page 4 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 k. RECORD COP)' FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 149 1986 Tribeca C LHG - S Builder Name: One Stop Cooling and Heatingn'SAJVp Street 2452 WAXWING WAY Permit Office: SEMINO 3 0 8 9City, State, Zip: Sanford , FL , Permit Number: # 1OwnerParkSquareHomesJurisdiction. 691500 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2674.7 sqft.) Insulation VITT- 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1050.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1212.0 sqft.) Insulation Area a. Under Attic (vented) R=30.0 1212.00 ft 6. Conditioned floor area above grade (ft') 1986 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft' 7. Windows(209.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2 a. U-Factor: Dbl, U=0.55 105.00 ft' SHGC: SHGC=0.22 b. U-Factor: i Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC. SHGC=0.29 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 40.00 ft' SHGC. SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.226 ft. Area Weighted Average SHGC: 0.247 14. Hot water systems 8. Floor Types (1986.5 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 927.50 ft' b. Conservation features EF. 0.900 b. Floor Over Other Space R=0.0 774.00 ft' None c. other (see details) R= 285.00 ft' 15. Credits Pslat Glass/ Floor Area: 0.105 Total Proposed Modified Loads: 62.83 PASS TotalBaselineLoads: 65.49 1 hereby certify that the plans and specifications covered by Review of the plans and S74,,, this calculation are in compliance with the Florida Energy specifications covered by this O4i' KE p Code. ( Digitally signed by Luis Morales Luis Morales_.. calculation indicates compliance y •_ k 2017. 09.t813:45.45 with the Florida Energy Code. 0400PREPAREDBY: Before construction is completed DATE: this budding will be inspected for compliance with Section 553.908 Yam' Cr I hereby certify that this buildi as designed, is in co pliance Florida Statutes. CAD with theFloridaEnergyCe. WE C4 OWNER/AGENT: BUILDING OFFICIAL: DATE: 0 DATE: 3 '2 Compliance requ ce ' ation Wthe air handler unit manufacturer that the air handier enclosure qualifies as certified factory - sealed in accord nce with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn 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 Qn for whole house. 9/18/ 2017 1:43 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 149 1986 Tribeca C LHG - Bedrooms- 4 Address Type: Lot Information Building Type: User Conditioned Area: 1986 Lot # 149 Owner Park Square Homes Total Stones: 2 Block/SubDivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle 90 Street: 2452 WAXWING WAY 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, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1986 18152.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 927 8621.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1059 9531 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor -__ ___ 184 ft' 11 0.29 0 0.71 2 Raised Floor 2nd Floor ___ ___ 101 ft' 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 112.5 ft 927.5 ft' 0.29 0 0.71 4 Floor Over Other Space 2nd Floor -__ ___ 774 ft' 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1457 ft' 0 ft' Dark 0.9 N 0.9 No 0 33.7 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1212 ft' N N 9/18/2017 1 43 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1212 ft' 0.1 Wood WALLS Adjacent Ca thdthWid Height Sheathing Framing Solar Below Space 1 le Ft In Ft In Area R-Vqllii Fraction Ahqnr GrqrJe% 1 S=>W Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft' 0 0.25 0.8 0 2 S=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 32 6 9 4 303.3 ft' 0 0 0.8 0 3 E=>S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft' 0 0.25 0.8 0 4 E=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft' 0 0 0.8 0 5 N=>E Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft' 0 0.25 0.8 0 6 N=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 41 0 9 4 382.7 ft' 0 0 0.8 0 r 7 W=>N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft' 0 0.25 0.8 0 8 W=>N Eiterior Concrete Block - Int Insul 1st Floor 4.1 29 0 9 4 270.7 ft' 0 0 0.8 0 9 NE Garage Frame - Wood 1st Floor 11 27 6 9 4 256.7 ft' 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>S Insulated 1st Floor None 39 3 8 24 ft' 2 -=>NE Wood 1st Floor None 39 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S=>W 1 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 S=>W 1 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 E=>S 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 E=>S 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 E=>S 4 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 5 ft 4 in 1 ft 4 in Drapes/blinds None 6 N=>E 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 N=>E 1 5 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 8 N=>E 1 6 Metal Low-E Double Yes 0.54 0.25 8.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 9 N=>E 6 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 10 W=>N 7 Metal Low-E Double Yes 0.55 0.22 30.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 W=>N 7 Metal Low-E Double Yes 0.54 0.25 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 12 W=>N 8 Metal Low-E Double Yes 0.55 0.22 30.0 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 13 W=>N 8 Metal Low-E Double Yes 0.58 0.29 64.0 ft' 8 ft 0 in 1 ft 4 in None None 9/18/2017 1:43 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 394 ft' 394 ft' 44 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 2117.7 116.26 218.65 .3654 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 397.2 ft Attic 99.3 ft' Prop. Leak Free 2nd Floor — cfm 59.6 cfm 0.03 0.50 1 1 9/18/2017 1 43 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr Ma X Jun Jul Au Se (j Oct Nov Dec Heatinf X Jan' f X Feb ki Mar f I Apr f I May f Jun r Jul Aug riIXI SeP [ Oct H Nov f X Dec Ventin [ Jan Feb X Mar X A r [ Ma Jun Jul Au Se [X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) I AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/ 18/2017 1:43 PM 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- 2452 WAXWING WAY Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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. 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 parry shall inspect all components and verify compliance. R402.4A.2 Testing. The budding 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 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAM/DMA/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 L/s) 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. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O 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. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the lest. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/18/2017 1 44 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55•F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. 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 heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140•F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The'solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria- 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Flonda 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. 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 notless-than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/18/2017 1.44 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. 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. 2. 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. R403.6A.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/18/2017 1:44 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 2452 WAXWING WAY, Sanford, FL, ?;:Z 7 '?/ 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor Dbl, U=0.58 SHGC SHGC=0.29 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1986 b. N/A c. N/A Area 105.00 ft' 11. Ducts a. Sup- Attic, Ret. Attic, AH: 2nd Floor 64.00 ft' 12. Cooling systems 40.00 ft' a. Central Unit b"lA 3.226 ft. 0.247 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 927.50 ft' b. Floor Over Other Space R=0.0 774.00 ft' c. other (see details) R= 285.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code iant features. i Builder Signature: Date: Address of New H me: j(,ct City/FL Zip: Insulation Area R=11.0 1368.00 ft' R=4.1 1050.00 ft' R=11.0 256.67 ft' R= ft' Insulation Area R=30.0 1212.00 ft' R= ft' R= ft' R ft' 6 397.2 kBtu/hr Efficiency 41.0 SEER.16.00 kBtu/hr Efficiency 39.0 HSPF:9.00 Cap: 50 gallons EF. 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. , Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/18/2017 1:43 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 149 1986 Tribeca C M.. wrightsoW Date: 09/18/2017 Entire House By-LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sandsooee Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wAwOneStopCooling.00m License CAC032444 For. Park Square Homes Sanford, FL Notes: Weather. Winter Design Conditions Outside db 44 °F Inside db 68 °F Design TD 24 °F Heating Summary Structure 17508 Btuh Ducts 2722 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20230 Btuh Infiltration Method Construction quality Fireplaces Orlando ExecutiveAP, FL, US Simplified Average 0 Heatingg Colingg Area (ft2) 2060 2060 Volume (f?) 18814 18814 Air changes/hour 0.41 0.21 Equiv. AVF (dm) 129 66 Heating Equipment Summary, Make Trane Trade TRANE Model 4TWR6042H1 AHRI ref 7563302 Summer Design Conditions Outside db 93 F Inside db 74 F Design TD 19 of Daily range L Relative humidity 50 Moisture difference 46 grAb Sensible Cooling Equipment Load Sizing Structure 20285 Btuh Ducts 9166 Btuh Central vent (0 dm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 28744 Btuh Latent Cooling Equipment Load Sizing Structure 3045 Btuh Ducts 1868 Btuh Central vent (0 c m) 0 Btuh none) Equipment latent load 4913 Btuh Equipment Total Load (Sen+Lat) 33657 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6042H1 Coil TEM6AOC42H41++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 47-F Latent cooling 10250 Btuh Temperature rise 0 °F Total cooling 41000 Btuh Actual airflow 0 ctm Actual airflow 1367 chn Air flow factor 0 cfmBtuh Air flow factor 0.046 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 27 °F Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft` Rght-Swte®Unieersa1201717.0.23RSU23249 2017-Sep-18 13 38 42 Pagel ACCK ...nbece C LHG1Lot 1491986 Tribes C LHG - S.rup Calc = MA Front Door aces S wrightsoft' Right-JO Worksheet Job: Lot 149 1986 Tribeca C LHG -S Entire House Date: 09/18/2017 LF/LM One Stop Cooling and Heating Pan: LHG 7225 Sandsoove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wAwOneStopCoding oom Uoense CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 264.5 tit 9.1 It d 2059.5 1l° FOY 18.5 tit 9.3 It heaVcool 1.0 x 73.0 tit 73.0 tY Ty Construction number U-value BtuhTe--F) Or HTM BtuW Area (M or penmeter (tit) Load Bhih) Area (1t2) or Perimeter (tit) Load Btuh) Heat Cod Gross NiP/S Heat Cod Gross NiP/S Heat Cod 6 11 128-0sni 4A5-2om IB5-211n 13A-4ocs 485-211im 4B5.2fm _ 12B-0sv 4A5-2om 4135-21im 13A-4ocs 4135-21irn 11DO 12B-09N 4A5-20m 13A4ocs 12&09m 4A5-2om 4B5.2fin _ 13A-4ocs 4A5-2om 4A5-2omd_ 12C-09m 11D0 16B-30ad 19A-0bscp -- 19G19c = 22A-tpm 0.097 0.550 0.540 0.143 0.540 0.540 0.097 0.550 0.540 0.143 0.540 0390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 0.390 n- n ten_ n n n _ a a e_ a a e_ s s s_ s- w ' w w_ w w w n- r w..,. 231 1309 1285 3.40 12.85 r12.85 231 13.09 1285 3.40 12.85 928 231 13.09 1285 340 231 13.09 1285 3.40 1309 1380 217 928 076 264 040 28.08 Y___ 2.89 13.51 13.78 3.00 13.78 13.78 289 77.55 29.73 3.00 13.78 12.54 2.89 13.72 13.78 3.00 2.89 27.55 29.73 3.00 27.55 24.10 1.57 1254 1.78 206 0.32 w;0.00 423 15 4 381 8 4 261 15 12 93 4 24 423 15 4 y- 404 0 0 933 196 51 1257 103 51 540 196 154 221 51 223 933 196 1029 524 393 51 598 393 883 508 198 923 264 75 3159 1166 203 55 1106 110 55 675 413 357 195 55 301 1166 206 55 905 655 827 119 526 827 1542 368 267 215B 206 58 0 0 0 0 116 8 4 0 0 0 0 0 0 0 0 0 0 j 369 0 0 234 0 0 104 0 0 0 0 0 32 0 24 0 0 0 355 103 51 0 0 0 108 0 223 4 0 0 v - 0 0 0 0 o.,_,,,_.0 312 110 55 0 0 0 95 0 301 0 0 0 C' O 0 0 56 0 24 0 0 0 G G 65 8 24 404 25 8-51 vll,- r--4B5-2fm2 W 302 261 30 4 270 30 64 256 21 1212 100 185 928 302 227 0 0 176 0 85 234 21 1212 l00 185 113 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 yJ 0 0 02 PI - 0 0 0 0 0 0r--D C F-,. --, F F, 0.032 u,-0.295 0.049 1.180 48 48 37 0 85 00 0 73 0 0 19 0 520 0 0 6 c)AEDexoarsron 1516 40 Envelope losygain 14156 16094 1396 920 12 a) Infiltration b) Room ventilation 3352 0 1342 0 239 0 96 0 13 Internal gains Ooaipants@ 230 Applianceslother 5 1150 1700 0 0 0 Subtotal (lines 6 to 13) 17508 20285 1635 1015 14 Less extemalload Lesstransfer Redistribution Subtotal DudloadS 16% 0 0 0 17508 2722 0 0 0 20285 9166 16% 45% 0 0 1635 0 0 0 0 1015 0 0 r Total room load Fur required (dm) T45% 20230 0 29451 1367 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wri htsafV 2017-Sep-18 13 38 42 4 A9 Right-SuiteOUnrversal 2017 17.0.23 RSU23249 Page 1 nbera C LHG Lot 1491986 TnbecaC LHG - S.rup Calc = MJ8 Front Moor fac es S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 149 1986 Tiibeca C LHG - S Date: 09/18/2017 LF/LM Pan: LHG 7225 Sandsoove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wAwOneStopCooling.00m License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area HALL 35 fY 90 1t heal/ood 1.0 x 1600 R 160 0 1P MBED 265 R 9.0 tit heatbool 10 x 181.3 tit 1813 V Ty Construction number U-value BtuhtT-'F) Or HTM BluhAt') Area (M or perimeter (R) Load Bluh) Area (M or perimeter (R) Load Btuh) Heat Cod Gross N)P/S Heat Cod Gross N)P/S Heat Cod 6 11 12B-0sw 4A5-20m 4BS21m 13A-4ocs 4135-21im 12B-09N 4A5-2om 4B5.2fm_,,,, 13A-4ocs 4B5-2fm 11D0 12B-0sw -- 4A5-2om 4B5-21in -. 13A-4ocs 12B4)9.v - 4A5-2om 4135-2frin 13A-4ocs 4A5-2om 4AS-2omd 12C-09N " -` 11DO---0.390-n. 1613-30ad _ 19A-Obscp ` _-' 19C-19csm - 22A71pm w 0.097 0.550 0.540 0.143 0.540 0.097 0.550 T0.540 0.143 0.540 0390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 n n n_ n_ n n e a e„ e a a s s s- s w w w_ w w w N 2.31 13.09 1285 3.40 1285 12.85 231 13.09 1285 340 1285 9.28 2 31 13.09 1285 340 231 13.09 12.85 3.40 13.09 13.80 217 928 0.76 264 0.40 28.08 2.89 13.51 13.78 3.00 13.78 13.78 2.89 27 55 29.73 3.00 13.78 12.54 2.89 13.72 13.78 300 2.89 27.55 29.73 3.00 27 55 2410 157 12.54 1.78 206 0.32 0.00 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w- 32 0 0 0 0 0 0 0 73 0 0mm 0 0 0 0 0 91 0 0 104 0 104 0 0 0 0 0 239 0 0 0 0 0 0 0 0 0 0 0 0 0 299 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0LLL6.666 Y 0 0 0 0 0 W 0 0 0a.,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135 30 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 W . 0 0 0 0 x.v 0 0 0 0 105 0 0 0 242 393 0 0 0 303 827 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 323 00 0 0 PI - 0 0 0 0 0 0 0 285 r 0 0 0 181 y 0 0 0-0 0 C F,.::_ F _ F _ 0.032 0295 0 049 W 1.180 160 y 0 25 0 160 0 0 122 0 181 0 138 0 25ll0 10 0 8 0 0 0 0 0 00 6 c)AEDexa.. 15 252 Envelope loss/gain 204 369 1012 2003 12 a) Infiltration b) Room ventilation 44 0 18 0 331 0 133 0 13 Internal gains Occupants@ 230 Appliancesbther 0 0 0 2 460 0 Subtotal (tines 6 to 13) 248 386 1343 2595 14 15 Less eAemal load Lesstransfer Redistribution Subtotal Dudloads 16% 45% 0 0 248 0 0 0 0 386 0 0 16% 45% 0 0 17 1360 211 0 0 26 2621 1184 Total room load Air required (dm) 0 0 0 0 1 1571 0 3805 177 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsOtFt' 2017-Sep-181338429Right -Suite® Universal 2017 17.0.23 RSU23249 Page 2 nbeca C LHGILot 1491986 Tnbece C LHG - S.rup Calc = MJ8 Front Door faces S wrightsofC Right-J® Worksheet I' Entire House One Stop Cooling and Heating Job: Lot 149 1986 Tribeca C LHG - S Date: 09/18/2017 LF/LM Pan: LHG 7225 Sandsoove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneSlopCooling.00m License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MBTH 5.5 ft 9.0 R heal/mol 1.0 x 81.8 ft 81.8 R' MTOI 3.5 ft 9.0 ft heat/000l 10 x 17.3 ft 17.3 V Ty Construction number U-value BtuhAf--F) Or HTM Area (n I or perimeter (4) Load Bhih) Area (n or perimeter (10 Load Btuh) Heat Cod Gross NiP/S Heat Cod Gross NiP/S Heat Cod 6 11 12Bbsw 4A5-2om 4B5-21m 13A-4ocs 4B5-2fm 4BS2fm 12B-09N 4A5-2om 4B5-2fm 13A4ocs 4135.21irn, 11 DO 12&09N 4AS-2om 4B5-2fm_ 13A-4ocs 12B-0sw 4AS-2om 4135.2fm 4A5-2om 4A5-2omd 12C-Os+v 11DO 16B-30ad 19"bscp _ _ ._ _. _ 19C-19cscp 22A-tpm 0.097 0.550 0.540 0143 0.540 0.540 0.097 0.550 0.540 0.143 0.540 0.390 0.097 0.550 0.540 0143 0 097 0.&% 0.540 0.143 0.550 0.580 0.091 0.390 0.032 0 0.049 1.180 n- n n_ n n n e y a e_ e a a s- s ems- s_ w w w_ w w n- 2.31 13.09 1285 340 12.85 12.85 231 13.09 1285 340 12.85 9.28 231 13.09 1285 3.40 231 13.09 1285 340 1309 1380 217 928 W 0.76 264 0.40 28.08 2.89 13.51 13.78 3.00 13.78 13.78 2,89 27.55 29.73 3.00 13.78 1254 2.89 13.72 13.78 3.00 2.89 27.55 29.73 3.00 27.55 2410 1.57 12.54 1.78 2.06 0.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0G W I-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 79 0 119 0 0 0 0 0 31 36 0 0 G 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- O 0 W 50 0 0 0 0 0 0 0 0 0 0 0 63 0 51 0 0 0 0 w O 0 50 0 O 0 0 114 0 0 0 0 143 0 O 0 0 0 0 0 0 32 0 4 0 0 28 0 0 vLt13A-4ocs O 0 0 0 0 0 0 0 0 82 43 0 0 0 0 0 0 0 00 0 0 0 0 0 82 43 0 0 0 0 13 45 0 C F= F F= 0 62 113 0 0 146 86 0 0 17 17 0 17 17 00 0 O 0--0-0-0 6 c)AED exarrsion 151 42 Envelope loss/gain 289 361 174 306 12 a) Infiltration b) Room .entlabon 69 0 28 0 44 0 18 0 13 Intai a gains. Oocupants@ 230 Appliancestitw 0 0 0 0 0 0 Subtotal(lines 6b13) 358 389 217 324 14 15 Less eAemalload, Lesstransfer Redistnbubon Subtotal 1 Dud loads 1 16% 45% 0 0 0 358 56 0 0 0 389 176 16% 45% 0 0 0 217 34 0 0 0 324 146 LJTotal room load Air required (dm) 414 0 565 26 251 0 470 22 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. J. . W ri htsOft- 2017-Sep-18 13 38 42 f 9 iZght-Suite®Universal 2017 17.0.23 RSU23249 Page 3 nbeca C LHG\Lot 1491986 Tnbeca C LHG - S.rup Calc = MJ8 Front Door faces S wrightsoft` Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 149 1986 Tribeca C LHG - S Date: 09/18/2017 LF/LM P an: LHG 7225 Sandseoee Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fa)c (407) 629 - 9307 Web wmm0neStopCoohng.00m Lioense CAC032444 1 2 3 4 5 Room name Exposed wall Room hetght Room dimensions Room area MW1C 16.0 R 9.0 ft heaUmol 5.0 x 11.0 it 55.0 1l2 BEDRM 3 11.0 R 9.0 ft heaVccol 10 x 147.3 ft 147.3 R' Ty Construction number U-value BtuhA2_-F) Or HTM Btuh/n Area (1tT or perimeter (1t) Load Btuh) Area (ft' or perimeter (R) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N)PS Heat Cool 6 11 T 12B-09N 4A5.2om 4BS2fm 13A-flocs 4B5- 2fm 4B5- 2fm 12B- 0sw- 4A5- 2om 48S2 13A4ocs 4B5- 2fm 11DO 12B- 09nr 4A5- 2om 4B5. 21irn - _ 13A- 4ocs 12B- 0sw + 4AS2om 4BS2fm 13A- 4ocs 4A5- 2om 4A5- 2omd _ 12C- 09N 11 DO.. . 16B- 30ad J 9A-0bscp - 19C- 19cscp 22A tpm _ 0. 097 0. 550 0. 540 0143 0. 540 0. 540 0097 0. 550 0 540 0143 0 540 0390 0. 097 0. 550 0. 540 0. 143 0. 097 0. 550 0. 540 0143 0 550 0. 580 0. 091 0. 390 0. 032 0295 0. 049 1. 180 n n n_ n n n e_ a e. a a e s s s.. s_ w w w w w w n- 2. 31 13. 09 1 Z85 3. 40 12. 85 1285 231 13. 09 12. 85 3. 40 12. 85 9. 28 231 13. 09 w,„ 1285 3 40 231 13. 09 R1285 3. 40 1309 13. 80 217 9. 28 0. 76 264 0. 40 28. 08 2. 89 13. 51 13. 78 3. 00 13. 78 13. 78 2. 89 27. 55fm 29.73 3. 00 13. 78 12. 54 2. 89 13. 72 13. 78 3 00 W 289 27. 55 a._ 29.73 3. 00 27. 55 2410 1. 57 12. 54 178 2. 06 0. 32 0. 00 W.- - _ 0 00 0 0 0 0 0- 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 0 0 0 0 0 0 0 0 0 0 0 0 229 0 0 0 104 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 99 0 0 0 Y - 45 0 0 0 0 0 0 99 0 0 0 0 0 286 0 0 0 130 0 0 0 0 0 99 15 0 0 0 0 84 12 0 0 0 194 196 0 0 0 0 0 242 206 0 0 0 0 0 w 0 0 45 0 r - 0 0 0 0 0 0 55 40 0_ 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0- 0- 0 55 W 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 262 0 0 0- 0 0 0-0 0 147 0 0 112 0 C _ F = 42 y.,,_ - 106 0 0 98 82 0 0- 0 147 0 0 FF 0 0 0 0 000-0 6 c)AED excursion 25 34 Enelopelossigain 480 571 502 676 12 a) Infiltration b) Room \.entlaton 200 0- 80 0 137 0 55 0 13 Internal gains, Ooaupants@ 230 Appliancesbther 0 0 0 1 230 0 Subtotal ( lines 6to 13) 680 651 640 961 14 15 Less eMemalload Lesstransfer Redistribution Subtotal Dud loads 16% 45% 0 0 0 680 106 0 0 0 651 294 16% 45% 0 0 76 716 111 0 0 118 1079 487 Total room load Air required (dm) 785 0 945 44 827 0 1566 73 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i htsoft' ®2017-Sep-18133842 wr9Right-SuiteUnnersal 2017 17.023 RSU23249 Page 4 nbera C LHGtLot 1491986 Tnbeca C LHG - S.rup Calc = MJ8 Front Door faces S 1- wrightsoft• Right-l® Worksheet Job: Lot 149 1986 Tribeca C LHG -S Entire House Date: 09/18/2017 LF/LM One Stop Cooling and Heating Pan: LHG 7225 Sandsome Court 1Mnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.com License CAC032444 1 2 3 4 5 Room name EVosed wall Room height Room dimensions Room area BED2 13.0 R 9.0 R heatbool 1.0 x 135.8 It 135.8 Il' 0 1t 90 R heat/cool it5.5 x 3 0 16 5 IF Ty Construmon number U-value BtWhAt'--F) Or HTM Area (M or penmeW (R) Load Btih) Area (1t2) or penmeter (1t) Load BWh) Heat Cod Gross NiP/S Heat Cod Gross NtP/S Heat Cod 6 11 128-Osw - 4A5-2om 4B5-2fm 13A-4ocs 4B5.2fm 4135.2fm 12E-0 „- 4AS•2om 4135-2hn- 13A4ocs 4135-21inn 11 D0 12B-0s;v 4A5 tom 4B5-2fin _ _ .. 13A-4acs 12B-Ow - 4AS-2om 4BS2tn 13A-4ocs 4AS-2om 4AS-2omd 12C-09n- 11DO 16B-30ad 19"b scp - 19C-19csco 22A-lpm . . _ ..s 0 097 0.5% 0.540 0143 0.540 0540 0.097 0.550 0.540 0143 0 540 0 390 T 0.097 0.550 0.540 0.143 0 097 0.550 0.540 0.143 D.&% 0.580 0.091 0.390 W n n n_ n n n a a tee_ a a a s s s _ s w w w- w w w n.._._..928 2.31 13.09 1285 340 12.85 1285 231 13.09 1285 3.40 12.85 9.28 231 13.09 1285 340 231 1309 12. 85 340 1309 1380 l217 076 2. 64 0. 40 28. 08 289 13. 51 13. 78 3. 00 13. 78 13. 78 289 77. 55 29. 73 300 13. 78 1254 2. 89 13. 72 13. 78 300 289 27. 55 29. 73 300 2755 24. 10 i 1.57 1254 1. 78 2. 06 0. 32 0. 00 117 15 102 0 0 0 0 0 235 196 0 294 203 0 0 0 0 W 0 0 0 0 0 0 0 0 0 00~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjJ tl~.. G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 17 0 0 0 r0 0 29 0 C _ F= 0. 032 0295 0. 049 1. 180 136 0 0 136 0 103 D 242 0 17 13 0 0 0 0 0 F F 0 0 0 0 0 0 O 0000006 c)AED exalrson 39 1 Envelope lossrgam t 535 700 13 28 12 a) Infiltration b) Room ventilation 162 0 65 0 0 0 0 0 13 Inhernalgains Oantpants@ 230 Appliancesblher 1 230 0 0 0 0 Subtotal ( lines 61o13) 698 995 13 28 14 Less extemalload Lesstransfer Redistribution ' Subtotal Dudloads 116% 45%1 0 0 50 747 116 0 0 85 1080 488 16%l 450/. 0 0 13 0 0 0 0 28 0 0 r Total room load Air required (cfm) 864 0 1569 73 1 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. I. wri FftsOft' 2017-Sep-1813.3842 i . 9 IZght-Suite®Unrversal 2017 17.0.23 RSU23249 Page 5 nbece C LHGtLot 149 1986 Tnbece C LHG - S.rup Calc = NU8 Front Door faces S wrightsoft, Right-M) Worksheet Job: Lot 149 1986 Tribeca C LHG - S Entire House Date: 09/18/2017 LF/LM One Stop Cooling and Heating Pan: LHG 7225 Sandscove Court Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.00m License CAC032444 1 2 3 4 5 Room name End wall Room height Room dimensons Room area LAUN 14.5 ft 9.0 It heaVcool 6.0 x 8.5 R 51.0 R' BTH2 6.0 It 9.0 It heaVocol 6.0 x 6.0 tt 36.0 Il' Ty Construction number U-value BtuhA?--F) Or HTM BtuhAt Area (M or penmeter (1t) Load Btuh) Area (n or Perimeter (ft) Load Btuh) Heat Cod Gross NF/S Heat Cod Gross NiP/S Heat Cod 6 11 W 12R 4A5-2m _____ 13A4ocs 4B5.2fm 4135-21inn 4A5-2om 4B5-21inn 13A4ocs 4B5.2fm 11 DO 1213-09v--' 4A5. 2om 46S2fm 13A- 4ocs 12B- 0sw - --'" - 4A5- 2om 4B5- 2fm.,, 13A- 4ocs 4A5- 2om 4A5- 2omd 12C- 09N "--`" J1D0F - 16B- 30ad A9A- Obs:li--- - 19C- 19cs 22A- tpm ' 0. 5550 0143 0. 540 0 540 0. 097 0. 550 0. 540 0. 143 0. 540 0. 390 0. 097 0. 550 0. 540 0. 143 0. 097 0. 550 0. 540 0143 0. 550 0. 580 0. 091 0. 390_n_ 0. 032 0295 0 049 1. 180 n n n n e. a e„ a a a s - s s s w w w„ w w w- 13 09 340 12. 85 12. 85 231 1309 12. 85 340 12. 85 9. 28 231 13. 09 1285 340 w 231 13. 09 12. 85 3. 40 13. 09 13. 80 217 928.._. 12.54_-_.-.0--- 0. 76 264 040 2808 13. 51 3. 00 13. 78 13. 78 2. 89 27. 55 29. 73 300 1378 12. 54 2. 89 13. 72 13. 78 3. 00 2. 89 27. 55 29. 73 3. 00 27. 55 24. 10 1. 57 1. 78 2. 06 0. 32 0. 00 0 0 0 0 54 0 0 - 00 0 0 51 0 0 0 125 0 0 0 0 0 200 00 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 125 0 0 0 0 0 0 0 r 0 0 0 y l 4 0 0 0 54 0 T,_ -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 0 0 0 0 0 0 0 0 0 0 0 CC VE12B- Osw- O 0 0 0 54 0 0 0 0 0 54 0 0 0 0 0 156 0 0 0 0 0 0 0 0 0 0 0 0 u -_ 0 0 0 W 0 0 0 0 0 0 0 0 0 r00 0 0 0 0 0 0 O r _ _ 0 0 0 0 0 0 W 0 0 0 0- 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 L- G PI - 0 51 Z ,, O 0 0 39 0 0 0 0 36 0 0 0. 27 D C _ _ R F 0._ 91 0 0 36 0 00 FF 0 00 0 0 0 0 0 0 0 0 0 6 c)AEDexwrsion 41 9 Ernelope lossVgain 382 470 152 211 12 a) Infiltration b) Room ventilation 181 0 73 0 75 0 30 0 13 Intemal gains Oauparrts @ 230 Appltanoesiother 0 0 500 0 0 0 Subtotal ( lines 6to 13) 563 1043 227 241 14 15 Less etdemalload Lesstransfer Redistnbuhm Subtotal Dudloads 16% 45% 0 0 549 1113 173 0 0 853 1896 857 16% 45% 0 0 28 255 40 0 0 44 285 129 Total room load Aar required (clm) 1286 0 2753 128 1 295 1 0 413 19 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W ri htsaft' 2017-Sep-I8 13 38 42 4 C 9 Right-Swte®Uniuersal 2017 17 0.23 RSU23249 Page 6 nbece C LHG1Lot 149 1986 Tnbem C LHG - S.rup Calc= MJ8 Front Door faces S wrightsoft• Right-J® Worksheet Job: Lot 149 1986 Tribeca C LHG -S Entire House Date: 09/18/2017 LF/LM One Stop Cooling and Heating Pan: LHG 7225 Sandsooue CourL Wrier Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.com License CJC032444 1 2 3 4 5 Room name Exposed wall Room height Roomcfinensons Room area T012 6.0 ft 9.0 ft heat/cool 6.0 x 60 ft 36.0 11' BED4 36.0 ft 9.0 ft heaUaool 1.0 x 146.3 ft 146.3 1P Ty Construcion number U-value Btuhffe-'F) Or HTM Area (n or perimeter (ft) Load Bhfi) Area (R') or Perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross NrP/S Heat Cool 6 11 1213-0sw 4A5.2om A8 .Ain 13A-4ocs 4BSfm2 4135-21irn 1213-09N - 4A5-2om 4BS21irn 13A-4ocs 4135-21m 11DO 12B-OS6V 4A5-2om 4135-21irn 13A4= 12B-OsN 4AS-2om 4B5.2fm _ 13A-4ocs 4AS-20m 4AS-2omd 12C-09N 11 DO 1613-30ad 19A-0bscp _ 19C-19csw 22A-tpm 0.097 0.550 0.540 0143 0.540 0.540 0.097 0,550 0.540 0.143 0.540 0.390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 0.390 0.032 0295 0.049 1.160 n n n_ n n n a a z_e_ a a e_ s- s s _ s w w w- w w w n- 2.31 1309 1285 3.40 12.85 12.85 2.31 13.09 1285 3.40 12.85 9.28 231 13.09 1285 3.40 231 1309 1285 3.40 13.09 13.80 i 217 9-28 0.76 264 040 28.08 289 13.51 13.7,8 3.00 13.78 13.78 2.89 27.55 29.73 3.00 13.78 12.54 289 13.72 13.78 300 2.89 27.55 29.73 300 2755 2410 1.57 1254 1.78 2-06 0.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 95 0 0 218 0 0 273 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113 15 0 0 0 98 0 0 0 0 0 225 196 0 0 0 281 413 0 0 0 0 0 0 0 0 0 0 O 0 0 0 54 0 4 0 0 0 50 0 4 0 0 0 0 115 0 51 0 O 0 0 0 144 0 55 0 0 0 0 0 117 0 0 0 0 0 117 0 0 0 0 0 270 0 0 0 0 338 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UJ 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 260 0 46 0 r-(C 0 0 0 0 0 0 0 0 0 0 0 C F ` 36 0-0-0 36 0 27 0 64 146 0 146 111 000 9 0 3 0 146F F 9 4 146 59 0000000 1 6 c)AED excursion 11 4 Envelope kossgatn 198 255 1 1080 1615 12 a) Infiltrabon b) Room ventilation 75 0 30 0 1 1 450 0 180 0 13 Internal gains Ooupants@ 230 Appliancesbther 0 0 0 1 230 10 Subtotal (lines 6 to 13) 273 285 1530 2025 14 15 Less extemal load Lesstransfer Redistnbuhon Subh>ml [ Dudloads ` 16% 45% 0 0 28 301 47 0 0 44 329 149 16% 45% 0 0 43 1573 245 0 0 66 2092 945 Total room load Air required (dm) 348 0 478 22 1817 0 3037 141 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W I-i I'ftsOfY' 2017-Sep-18 13 3842 Rght-Suite®Unwersal 201717.0.23 RSU23249 page 7 nbece C LHG1Lot 1491986 Tnbece C LHG - S.rup Calc= MJ8 Front Door faces S , wrightsoft' Right-lO Worksheet Entire House One Stop Cooling and Heating Job: Lot 149 1986 Thbeca C LHG - S Date: 09/18/2017 LF/LM P an: LHG 7225 Sandseove Court, lMnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web vtivwOneStopCooling.00m License CAC032444 1 2 3 4 5 Room name EVosed wall Room height Room dtmensons Room area STR2 105 1t 9.0 ft heat/md 1.0 x 68.0 R 68.0 R' DIN 23.0 R 9.3 R heat/000l 12.5 x 105 R 131.3 V Ty Constrtxbon number U-value BtuhAt2_-F) Or HTM Area (1tl) I or perimeter (}t) Load BWh) Area or perimeter (18 Load B1uh) Heat Cod Gross NiP/S Heat Cod Gross NAPS Heat Cod 6 11 12B-09N r 4A5-2om 4B5-2fm_ 13A-4ocs 485-2fm 4B5.2fm 12B-0sn-". - 4A5.2om 485-2fm 13A4ocs 11 DO 12B-Osev 4A5-2om 4B5-2fin _ __ 13A4ocs -- - - - 12B-09yv 4A5-2om 4B5-2fm _ 13A-4ocs 4A5.2om 4A5-2omd 12C-09N 11 DO 1613-30ad 19A-Obscli - - - 19C-19cs w 22A-tpm 0.097 0 550 O.W 0143 0.540 0.540 0.097 0.550 0.540,-,-e, 0.143 0.540 0.390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 0.390 W n n n_ n n n e a a a a s - s s s w w w_ w w w n- 2.31 13.09 1285 3AO 12.85 12.85 2.31 13.09 12.85 3.40 12.85 9.28 231 13.09 1285 3.40 2.31 13.09 12.85 340 13.09 13.80 217 928 0.76 264 0.40 28.08 289 13.51 1.378 300 13.78 13.78 289 27.55 29.73 3.00 13.78 12.54 2.89 13.72 13.78 3.00 2.89 27.55 29.73 3.00 27.55 24.10 i 1.57 1254 1.78 206 0.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O VrV 0 0 0 0 r-95 0 12 0 0 0 0 0 0 _0 0 0 0 0 0 0 0 R3 0 O 0 0 0 0-0--0 0 0 0 0 0 190 0 154 0 0 0 0 0 0 0 357 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I G v C V_C w 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 293 0 0 0 Ej4B5-2fin 0 0 0 0 0 0 0 0 0 0 0 98 0 0 0 0 w - 0 0 00 0 0 0 0 0 0-0 98 0 0 0 332 0 0 0 178 0 883 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116 0 64 52 0 43 0 157 0 1542 00 0 52 0 2 0 C I-= F F r...,. 0.032 r 0295 0.049 1.180 68 68 0 121 0 0 0 0 0 0 0 0 0 0 00 5 0 0 131 w- 0 0 23 5 o 2 0 646 0 0r000 6 c) AED excursion 52 1246 Envelope loss/gain 398 770 2040 3237 12 a) Infiltration b) 'Room ventilation 131 0 53 0 297 0 119 0 13 Intemal gains Oax pants@ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 530 822 2337 3356 14 15 Less e)demal load Lesstransfer Redistribution Subtotal Dud loads 16% 45%1 0 0 530 0 0 0 0 822 0 0 16% 45% 0 0 0 2337 363 0 0 0 3356 1516 Total room load Air required (dm) 0 0 0 0 2700 0 4872 226 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 1A 2017-Sep-1813 38 42WI17t50Ft' Right-Sune®Universal 201717.0.23RSU23249 Page 8 nbeceCLHG\Lot1491986TnbecaCLHG-S.rup Calc = MJB Front Door faces S wrightsoft• Right-JO Worksheet Job: Lot 149 1986 Triber-a C LHG -S Entire House Cate: 09/18/2017 LP/LM One Stop Cooling and Heating P n: LHG 7225 Sandsoove Coun, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wA wOneStopCooling.com License CAC032444 1 2 3 4 5 Room name I Erposed wall Room height I Room dimensions Room area GATH 53 O ft 9.3 ft heaVocol 1.0 x 400.3 ft 400 3 IP QT 140 ft 93 ft heaUaool 1.0 x 221.0 R 221.0 fP Ty Con. -"on number U-value BtuhA2_T) Or HTM BbihAl Area (M or Perimeter (1l) Load h) Area (ft) or Perimeter (ft) Load Btuh) Heat Cod Gross NAPS Heat Cod Gross NuP/S Heat Cod 6 11 G j E-C O 6212B- 09N tj13A4= Iri126-09N w T= G V G -_G V G P L-D C F F F 12B-09va 4A5 tom sl 5 2fm_ 13A4= 465-2fm 465-21m 4A5-2om 4BS21inn_ 4135-21inri 11 DO 4A5-2om 465-2fm 13A-4o s 12B-Osw 4A5-2om 4B5-2fm 13A4c s 4A5-2om 4A5-2omd 12C-09N .- 11 DO ', 1613-30ad J SIA-0bscp - 19C-19cscA 22A-tpm 0.097 0.550 0.540 0143 0.540 0.540 0.097 0.550 0.540 0.143 0.540 0.390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 0.390 0 032 0.295 0.049 1.18-0 n., n n n n n e - a e_ a a a s' s s_ s w' w w_ w w w n _ 2.31 13.09 1285 3.40 12.85 12.85 2.31 13.09 12.85 3.40 12.85 9.28 231 13.09 1285 340 231 1309 1285 3.40 1309 1380 217 928 0.76 264 040 2808 289 13.51 13.78 3.00 13.78 13.78 289 27.55 29.73 3.00 13.78 12.54 2.89 13.72 13.78 3.00 2.89 27.55 29.73 3.00 27.55 24.10 1.57 12.54 178 206 032 0.00 0 0 0 265 0 0 0 0 0 265 0 0 0 0 0 0 O 0-0_0 0 0 0 0 0 0 0 R,_,,._ O 902 0 0 794 0 0 0 0 0 0 0 0-0--0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 W --` 0 0 0 153 30 0 74 0 0 253 0 0 0 420 393 0 223 0 0 0 370 827 0_ 130 0 0 0 443 0 0 0 0 390 0 0 00 123 0 0 0 0 0 Z: O 0 0 0 60 ate_.21 0 00 0 0 0 39 21 0 0 0 0 85 198 0 0 0 0 61 267 0 0 0 O 0 0 0---0 0_ 0 0 0 0 0 00 0 1488 0 0 14 0 0 393 0 W` 400 0 53 0 0 0 221 6 c)AED excursion 246 75 Envelope loss/gain 3457 2460 1119 644 12 a) Infiltration b) Room ventilation 684 0 274 0 181 0 72 0 13 Internal gains I Occupants @ 230 Appliancesbdher 0 0 0 0 0 1200 Subtotal (lines 6 b 13) 4141 2734 1300 1917 14 15 Less extemal bad Lesstransfer Redistribution Subtotal Dud bads 16% 45%1 0 0 683 4824 750 0 0 427 3161 1428 16% 45% 0 0 171 1471 229 0 0 119 2036 920 Total room load Par required (dm) 5574 0 4589 213 17M 0 2956 137 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W ri FftSOft- 2017-Sep-18 13 38 42 9 Right -Suite® Universal 2017 17.023 RSU23249 Page 9 nbeca C LHG\Lot 149 1986 Tnbeca C LHG - S rup Calc = KU Front Door faces S AL wrightsoftl Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 149 1986 Tribeca C LHG - S Date: 09/18/2017 LF/LM Pen: . LHG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wmmCineStopCooling.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR1 O ft 9.3 ft heatl000l 17.0 x 4.0 ft 68.0 V PVVDR 40 ft 9.3 ft heat/cod 40 x 85 ft 34.0 ft' Ty Construction number U-value BluhAt2_T) Or HTM B1uhAt') Area (ft2) or Perimeter Load Area or peer (fU Load Bbih) Heat Cod Gross NiP/S Heat Cod Gross N/P/S Heat Cod 6 11 12B-09N 4A5-2om 48S2fm 13A-4ocs 4B5-2fm 48S21m 12B-09N 4A5-2om 485-2fm 13A4ocs 485-2fm 11DO 12B-09N 4AS2om 485-2fm 13A-4ocs 12B-09N -.- 4A5-2om 4135-2fm 13A-4ocs 4A5-20m 4A5-2omd 12C-Osw M DO...,,-- 166-30ad 19A-0bscp - - 19C-19csm 22A-tpm , 0.097 0.550 0.540 0.143 0.540 0.540 0.097 0.550 0.540 0.143 0.540 0.390 0.097 0.550 0.540 0.143 0.097 0.550 0.540 0.143 0.550 0.580 0.091 0.390 0 032 0295 n_ n n_ n n n e. a ems, e a a sM s s_ s w w w_ w w w_ n n.. 2.31 13.09 1285 340 1285 12 85 231 13.09 12.85 340 1285 9.28 i231 13.09 T1285 340 231 13.09 12.85 3AO 13.09 13.80 217 9.28 0.76 264 0.40 28.08 2.89 13.51 13.78 3.00 13.78 13.78 289 27.55 29.73 3.00 13.78 12.54 2.89 13.72 13.78 3.00 289 27.55 29.73 3.00 2755 2410 1.57 12.54 178 206 0.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w- 0 0 0 37 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113 51 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 33 4 00 j 0 0 0 0 0 0 O 0 0 0 0 0 0 j-'- L( w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 124 0 57 0 0_ 0 0 116 0 0 0 0 0 0 116 0 0 0 0 0 252 0 0 0 0 182 0 0 0 0 79 0 0 0 0 79 0 0 0 0 171 0 24 0 0 112 P C F. 0 0 32 0 0 34 32 0 0 0 0 0 0 0 0F F= 0.049 1.180 0 68 0 00004 6 c)AED excursion 7 13 Envelope losstgain 252 176 472 322 12 a) Infiltration b)- Room "tila tiro 0 0 0 0 52 0 21 0 13 Irdemalgains Ooaupartis@ 230 Applianoesrother 0- 0 0 0 0 0 Subtotal (lines 6to 13) 252 176 524 343 14 15 Less eternal load Less transfer „ . _ _ - Redistntwtion Subtotal Dud loads 16% 45% 0 0 252 0 0 D 0 176 0 0 16% 45% 0 0 1033 1557 242 0 0 645 987 446 Total room load Air required (cfm) 0 0 0 0 1799 0 1434 67 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 444- i f7t501ft' 2017-Sep-18133842 ZL- nrr9 Rght-Suite®Unrversal 2017 17.0.23 RSU23249 Page 10 ACZK... nbeca C LHG\Lot 1491986 Tnbeca C LHG - S.rup Calc = MJ8 Front Door faces S Duct System SSummary Job: Lot 149 1986 Tribeca C L-... ftwrightso' Date: 09,18/2017 Entire House W. LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sandsooue Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolrng.cnm License CAC.032444 For. Park Square Homes Sanford, FL. External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.239 / 0.101 in H2O 0.143 in/100ft 0 dm 238 ft Coding 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.239 / 0.101 in H2O 0.143 in/100ft 1367 drn Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1569 0 73 0.200 6.0 Ox 0 VIFx 14.5 105.0 st2 BEo4 c 3037 0 141 0.186 7.0 Ox 0 VIFx 23.0 105.0 st2 BEDW 3 c 1566 0 73 0.202 6.0 Ox 0 VIFx 13.3 105.0 st2 BTH2 c 413 0 19 0.200 4.0 Ox 0 VIFx 14.5 105.0 st2 DIN c 4872 0 226 0.186 8.0 Ox 0 VIFx 26.6 102.0 st1 G/TH ' c 2294 0 106 0.186 7.0 Ox 0 VIFx 21.5 107.0 st1 GARA c 2294 0 106 0.179 7.0 Ox 0 VIFx 26.0 107.0 st1 Krr c 2956 0 137 0.200 7.0 Ox 0 VIFx 17.5 102.0 st1 LAUN c 2753 0 128 0.195 6.0 Ox 0 VIFx 17.7 105.0 st2 MBED c 3805 0 177 0.143 8.0 Ox 0 VIFx 37.2 130.0 st3 BTH c 565 0 26 0.150 4.0 Ox 0 VIFx 28.9 130.0 st3 MTOI c 470 0 22 0.149 4.0 Ox 0 VIFx 30.5 130.0 st3 MVVIC c 945 0 44 0.153 4.0 Ox 0 VIFx 30.5 125.0 st3 PVNDR c 1434 0 67 0.189 4.0 Ox 0 VIFx 19.0 107.0 st1 TO12 c 478 0 22 0.196 4.0 Ox 0 VIFx 17.0 105.0 st2 Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FIR fpm) in) in) Material Trunk st1 PeakAVF 0 643 0.179 601 14.0 0 x 0 VinlFlx st3 PeakAVF 0 268 0.143 608 9.0 0 x 0 VinlFlx st2 st2 PeakAVF 0 724 0.143 677 14.0 0 x 0 VinlFlx 2017- Sep-1813.38 44 yO,;- wrightsoft• Right-Suite®Universal 2017 17.0.23 RSU23249 Page 1 AC , .. nbeca C LHGIot 1491986 Tribe® C LHG - S.rup Calc = IVUB Front Door faces S - Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) dm) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb2 Ox 0 0 73 71.0 0.143 272 7.0 Ox 0 VIFx rt1 rb4 Ox 0 0 73 52.1 0.194 272 7.0 Ox 0 VIFx rb3 Ox 0 0 268 60.0 0.169 492 10.0 Ox 0 VIFx rt1 rb1 Ox 0 0 953 67.0 0.151 682 16.0 Ox 0 VIFx rt1 Name Trunk Type Htg dm) Clg dm) Design FR Veloc fpm) Diam in) H x W in) Dud Material Trunk rt1 PeakAVF 0 1294 0.143 593 20.0 0 x 0 VinlFlx 2017-Sep-1813 38 44 wrightsoft" Rght-Swte®Universal 201717.0.23RSU23249 Page AGCA ...nbeca C LHGtLot 149 1986 Tnbeca C LHG - Ssup Calc= f,AJB Front Door faces S Static Pressure and Friction Rate Job: Lot 1491986TribecaCLx.. wrightsoft° Date: 09/18/2017 Entire House By: LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sandsoove Court, Wnter Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web w wOneStopCooling.com License CAC.032444 For. Park Square Homes Sanford, FL - . — AvailablePressure Heating Coding in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil Heat exchanger Supply diffusers Return grilles Filter Humidifier Balancing damper Other device Available static pressure 0 0 0 0 0.03 0.03 0.03 0.03 0.10 0.10 0 0 0 0 0 0 0.34 1 0.34 Total• Supply Return ft) (ft) Measured length of run -out 13 9 Measured length of trunk 24 17 Equivalent length of fittings 130 45 Total length Total effective length Supply Duds Return Duds i[-VA Heating i n/100ft) 0.143 OK 0.143 OK 71 238 Coding in/100ft) 0.143 OK 0.143 OK Fitting Equivalent LengthDetails Supply t 4X=35, 11 A=20, 11 G=5, 11 G=5,11 A=20, 11 G=5, 1 A=35, 11 G=5: Total E L=130 Return 6M=20, 11G=5, 5E1=10, 11G=5, 11G=5: TotalEL=45 2017-Sep-18 13 38 44 wrightsoft• Right-Swte®Unieersal2017 17.0.23 RSU23249 Page 1 ACOl , ...nbecaC LHG\Lot 149 1986 Tnbeca C LHG - S.rup Calc = M.18 Front Door faces S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name. Lot 149 1986 Tribeca C LHG - S Builder Name: One Stop Cooling and Heating Street: 2452 WAXWING WAY Permit OfficeSEMINOLE City, State, Zip: Sanford , FL , Permit Number Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall not be used as a sealing material. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs 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 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 wrong and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/ tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/ phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/ 18/2017 1.44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Level 1 qPAF OPT) 4 RECESS LIGHTS AF. OP-0 X*IRE 0 OAF i 10 X"i CLG. FANtLrrE\ 10X1 0-2 OPT) PRE -WIRE 106'bfrriW G IJ--r i 106 CfM CLG, FAN/LITE 7 711 DIN 0M 0 X11 0- 1 G AF 226 cfM 108 0A 137 cfm MIL - --------- — LOW 11 jrl Q3FI '41' 3. PE U ITT 4 GFI LOW 2- F,13132 U U, KIT S Riser 2" AF L 1 14 c rAF #-! F AF4A2' 3 S1Ai TC LIGHT 1 - FOYWpAV. GFI STR1 T t A/C- 1: 3.5 TON 161 4 4 SEER H.P. CIA PWDR." 8X4 67 cfm AF L - -F1 VTWd90 0 SWITCH w/ DOOR OPT. GARAGE-- GFI Wp EF1 50f, CBM 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 aermostat 18/8 T SRB = Small Reduction Box LRB = Large Reduction Box FB13 = Field Built Box Level 2 1-VT I I T01 }- IMWIC it 8X4"' LSRB1 4" 1144cfm t;,! 4-- C,FI C db 1 t"AF------I 10X10 1d" 72 cfm 7 BEDRM 3(OPT)PRE-WIRE ` CLG. FAWLITE = 72 cfm ; " I S.D. 8X4 19 cfm&, 1' 1 zBt 14" 8X4it 4z'' 22 cfm - - 4" ID' EFI'VTR AF Q I T012 v.r. n7. -- 10x10cfm 10X8 10x10 BEN OPT) PRE -WIRE CLG: PANILITE Zone Damper 1 - 14' Zone Damper 2 - 14' Bypass Damper - 1G' r OPT) 4 RECESS LIGHTS Q AF OPT) PRE -WIRE i CLG, FANILITE Ar- " 8X4 26cfm MBED 8„ 10X10-1 177 cNL FI 12X12 A% LZM ---- - 30X18 AF 846 cfm BE D2 I" T) PRE -WIRE AF CL AWLITE 73 cfm r. s.o .. 10X6 10 X1`0 20" n.4 j i , I -A 114" 1 qPAF71 128 cfm=` OX6 TCH LAU N IL{ W Ilff i 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 i RV = Range Vent I Lineset Chase- Condensate germostat 18/8 T SRB =[Small Reduction Box LRB =,Large Reduction Box FBB = Field Built Box L__, Riser 14" I A RECORD COPY lyz 16 E-c 4 J)am "J 4 Piuf ire- -7 7 Ik L 6w- I,,', vTr, I') rpt-v a- G0 —x Pri/ A>-% DESCRIPTION AS FURNISHED: Lot 149 , WYNDHAM PRESERVE, as recorded in Plat Book 93 through 102 of the Public Records of Seminole County, Florida. W Pages PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY Lot 135 Lot 134 i 0---- 9s- 89040'51 " ZONIN DATE 12_ Ok to construct single family home with setbacks and impervious area shown on plan. Hq.0 % imp. 90(" Tr'ibeca- C, OL• Lot 148 31.47' t I I Lot 133 i 40.00' ' 0 1 -____ 31.47' 5.67' 16.7' 5.67' LANAI 3.0'x4.0' AC 12.0' O 149n O 0) Lti v PROPOSED RESIDENCE oQ 00 " 1986-TRIBECA-C 10) 2 CAR GARAGE LEFT aO o COV'D. ENTRY 9 3, 5.67' vi 0 N 5.67' 19.3' 16' DRIVE WALK Lot 750 25.20' 25,20' 10' UTIL. b P.c. 276.00' m• ESMT. 5' CONC WALK S 89°40'51 " W SETBACKS AS FURNISHED 40.00' FRONT - 25'(•) REAR 20' SIDE = 5' (0' LOT) 7.5' (60' LOT) T AX TENC XA Y 10' (75' LOT) 50' PRIVATE ROAD) SIDE STREET = 25' (60' do 75' LOT) 15' (40' LOT) I 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PL07f PLAN ONLY 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS VQT A SURVEY OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL ± SQUARE FEET FLATWORK / PLR DRAINAGE PLANS G DRIVE 4031 110 513 t SQUARE FEET FOUNDATION/PAD 1321 J: SQUARE FEET Vim—= PROPOSED DRAINAGE FLOW 5\Dy o WALKS 571200 = 257t SQUARE FEET REARFRONPATIO FEET LOTGRADINGTYPEASOD247411312604tSQUAREFEETDECK 501 SQUARE OQPROPOSEDF.F. PER PLANS = 29.8' POOL DECK N/A f SQUARE FEET 1 NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PUNS PROVIDED BY CLIENT • NOT FIELD VERIFIED GRUSENME`. M?—SCOTT ASSOC., INC. — LAMB SURVT.YORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32607 (407)-277-3232 FAX (407)--658--14,36 H` . PLAT PAL • POINT IN LUTE F FIELD TYP, TYPICAL NOTES: - I. P. IRON PIPROD PR[. POINT OF REVERSE CURVATURE RIRONRODP.C.C. • POINT D< COMPOUND CURVATURE 1 THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CH BAD, • RADIAL CM. •CONCRETE /IW11 PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 412.027, FLORIDA STATULS SET IR. 1/P' IR ./MLt 4714 N.A. NON -RADIAL 4592. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, iH15 SURVEY MAP OR COPIES ARE NOT VAUO NEC. RECOVERCO VP. VITNESS POINT 1 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.T. POINT OF BEGINNING CALL • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. aA. C. .POINT OF COMMENCEHEH7 PRA • PERMANENT REFERENCE MONUMENT E CENTERLINE Ff. •FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS 0THEI7NTSE SHOWN. N16 . NAIL L DISK BSA BUILDING SETBACK LINE S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER FN77TY R/ V RIGHT -OF -MAY &M. • BENCHMARK 6. DIMENSIONS SHOWN FOR nX LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEHENT M.M. RASE TEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN, • DRAINAGE UTII. UTILITY 6. ELEVA17ONA IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLfC • CNAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 45:6. VD. FC. VOOD FENCE c/ D CONCRETE BLOCK P. C. • POINT OF CURVATURE SCALE I' - Y0, --1 DRAWN BY: •" F M P. T. POINT OF TANGENCY OESC. DESCRIPTION CERTIFIED BY: DOTE ORDER R • RADIUS L ARC LENGTH PLOT PLAN 09-08-2017 3851-77 D • DELTA C • CHORD C. 9 CHORD TEARING NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN &WS ION THEESTABLISHEDT00YEARFL000P41NEASPER `FIRM" EYER, ZONE `X` MAP 112117CO090 F (09-28-07)1T R. L.S / 4801 I RECORD COPY Filename: PARK SQ TRIBECA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1986 2 1 Lighting Summary Standard 5,610 5,610 Optional 10,458 5,610 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 BUi O Range/Oven Summary Standard 6,400 4,480 2 Optional 8,000 4,480 Sq,4v c C- Dryers % Dryer No. No? Nameplate Line Neutral 1 1 5000 # 1 7- 3 0 8 9 3 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 22 240 Heat/cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total 43,530 15,840 Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 34,535 15,840 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. M1W RE: P1986C-T - Park Sq Hm/Tribeca-1986-C MiTek USA, Inc. Site Information: 66r904 Parke East Blvd. Customer Info: PARK SQUARE HOMES Project Name: P1986C-T Model: TRIBEG11mp19816338TTT_%' CLG. Lot/Block: 149 Subdivision: WYNDHAM PRESERVE Address: 2452 WAXWING WAY City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 44 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. So. I Seal# Truss Name I Date I No. I Seal# JTruss Name I Date 1 IT12090761 lAl 9/22/17 118 IT12090778 JCJ5 9/22/17 12 I T12090762 I A2 19/22/17 119 I T12090779 I CJ5T 19/22/17 1 I T12090763 I A3 19/22/17 120 I T12090780 I D1 19/22/17 14 I T12090764 I A4T 19/22/17 121 I T12090781 I D2 19/22/17 15 _ IT12090765 IA6 19/22/17 122 IT12090782 ID3 19/22/17 16 I T12090766 I A6T 19/22/17 123 I T12090783 I F1 19/22/17 L IT12090767 I B1 19/22/17 124 I T12090784 I F1A 19/22/17 18 I T12090768 I B2 19/22/17 125 I T12090785 F1 B 19/22/17 19 I T12090769 I B2G 19/22/17 126 I T12090786 I F1 C 19/22/17 LO I T12090770 1133 19/22/17 127 I T12090787 I F2 19/22/17 I11 I T12090771 I B4 19/22/17 128 I T12090788 I F3 19/22/17 112 IT12090772IC1 19/22/17 129 IT12090789IF3A 19/22/17 113 I T12090773 I C2 19/22/17 130 I T12090790 I F3B 19/22/17 114 I T12090774 I C3 19/22/17 131 I T12090791 I F3G 19/22/17 115 I T12090775 I CA 19/22/17 132 I T12090792 I F5 19/22/17 116 I T12090776 I CJ3 19/22/17 133 I T12090793 I F6 19/22/17 117 I T12090777 I CJ3T 19/22/17 134 I T12090794 I F6A 19/22/17 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 speafic 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 1 gUILDiy G1 SQNFpRt) 0 gRTtv1E 17-3089 0.0 STAT-E OF/ r ' MiTek USA, Inc. FL Cer16634 6904 Parke East Blvd. Tampa FL 33610 Date: September 22,2017 Albani, Thomas 1 of 2 FA RE: P1986C-T - Park Sq Hm/Tribeca-1986-C Site Information: Customer Info: PARK SQUARE HOMES Project Name: P1986C-T Model: TRIBECA - 1986 - C / TRAY CLG. Lot/Block: 149 Subdivision: WYNDHAM PRESERVE Address: 2452 WAXWING WAY City: SANFORD State: FLORIDA No. Seal# ITruss Name I Date 35 IT12090795 I FT1 9/22/17 136 IT12090796 I FT2 19/22/17 137 IT12090797 I FT3 19/22/17 I 38 IT12090798 JJ5 9/22/17 39 IT12090799 I J7 19/22/17 140 IT12090800 I J7T 19/22/17 I 141 IT12090801 I KJ5 19/22/17 142 IT12090802 I KJ7 19/22/17 I 143 IT12090803 I KJ7T 19/22/17 144 IT12090804 I MG1 19/22/17 2 of 2 Job Truss Truss Type Ply Park Sq Hm/Tribeca-1986-CT1P19ti6C-T r'y At COMMON 1 1 n w. uuw Dees nuy io o P-- io rage i ID 3zzrE5595gHBgKdROwR60Yzkwee-8VD4w TAJl3;gpU7maFOKoDOc2UrJDyVhsHHRQybAjZ 1-0.0 7-3-11 14-4-0 214-5 I 28-8-0 W29-8-0i 1-0.0 7311 7-0-5 7-0-5 7-3-11 1-0.o 1 Scale = 151 1 4x4 = 6 00 F12 4 to 4x4 = 3x4 = 3x5 = 3x4 = 4x4 = i 9-&13 i 18-11-3 2&&0 Plate Offsets (X,Y)— f2 0-2-0.Edael. 13 0-3-0.0.3-41 f5 0-3-0 0-3-41 16 0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/dell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 062 Vert(LL) -0 31 8-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 083 Vert(TL) -0 56 8-10 >610 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 008 6 n/a n/a BCDL 100 Code FBC20141TP12007 Matrix-M) Weight 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10.40 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1207/0-4-0, 6=1207/0-4-0 Max Horz 2=-155(LC 6) Max Uplift2=-315(LC 8), 6=-315(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1930/486, 3-4=1696/482, 4-5=1696/482, 5-6=-1930/486 BOT CHORD 2-10=-335/1704, 10-17=-127/1109, 9-17=127/1109, 9-18=-127/1109, 8-18=-127/1109, 6-8=335/1651 WEBS 4-8=153/697, 5-8=-414/223, 4-10=-153/697, 3-10=-414/223 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=29ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber D0L=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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at joint 6 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 14 dQ?ri I,r is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 41FII e FIB fabrication, storage, delivery, ereciioc. and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Salety ; on, available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hmrl"ribeca-1986-C T72090762 P1986C-T A2 HIP 2 1 miu rwnu lum oanvw. rL i -u s i y io cvi i mi i ex mausuies, me rn xp — — io eo m' i rage i ID 3zzrE5595gHBgKdROwR6OYzkwee-8VD4w?TAJl3mgpU7maFOKoDRU2YUJ71VhsHHROybAjZ r1-0-o 6-s-a 13-0-0 Ise-o t 21-10-12 28-8-0 ?9-8-oi 6-2-12 2-&0 6-2-12 6-9-4 1.0.0 Scale = 1 53 1 4x8 = 4x4 = 4 5 13 12 10 9 3x5 — 1x4 II 3x4 = 3x4 = 1x4 II 3x5 = 3x8 = 6-9-4 130.0 1 21-10.12 lI 69-4 6-2-126-2-12 69-4 Plate Offsets (X,Y)— f4 0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 044 Vert(LL) -0 09 12-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 053 Vert(TL) -0 26 12-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 058 Horz(TL) 0.09 7 n/a n/a BCDL 100 Code FBC2014ITPI2007 Matrix-M) Weight, 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1 G-5 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=142(LC 7) Max Uplift2=-315(LC 8), 7=-315(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2000/475, 3-4=1443/398, 4-5=1215/394, 5-6=-1445/398, 6-7=-1999/475 BOT CHORD 2-13=-330/1716, 12-13=-330/1716, 11-12=-151/1214, 10-11=-151/1214, 9-10=330/1715, 7-9=330/1715 WEBS 3-13=0/260, 3-12=-584/206, 4-12=-72/370, 5-10=73/372, 6-10=-583/205, 6-9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 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 beanng plate capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at joint 7 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rw 1010312015 BEFORE USE --t Design valid for use only with MiTek8 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing uw.ls is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandna, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sq 1-1rUTribecii-1986-C T72090763 P1986C-T A3 HIP 2 1 vi-rionua uimoer, oan—. ru r o+u s nug io zvi i mi i eK mausines, me rn sep [ uo io ov zui r rage 1 t ID 3zzrE5595gHBgKdROwR6OYzkwee-cinS7LUo4LBdHz3JKlmdtOlXvRty2f9ewWOr_sybAjY r1-0.0 5-" 11-0-0 17-8-0 F 22.10.12 28-8-0 29-8-01 1-0.0 59-4 52-12 6-8-0 52-12 59.4 Scale = 1 512 4x8 = 4 20 4x4 = 21 5 13 12 10 9 3x4 = 1x4 I 3x4 = 3x4 3x8 = 1x4 II 3x4 = S34 11-0.0 17-8-0 22-10.12 21 -0 S34 5-2-12 6-8-0 5-2-1259-4 Plate Offsets (X.Y)— f4 0-5-4.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 072 Vert(LL) -0.08 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0 25 10-12 >999 180 BCLL 00 ' Rep Stress Incr YES WB 031 Horz(TL) 0.09 7 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 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 WEBS 1 Row at midpt 4-10 REACTIONS. (lb/size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=-121(LC 6) Max Uplift2=-315(LC 8), 7=-315(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2036/486, 3.4=1609/428, 4-20=1384/416, 20-21=-1384/416, 5-21=1384/416, 5-6=1609/427, 6-7=2036/486 BOT CHORD 2-13=-348/1756, 12-13=-348/1756, 11-12=-207/1383, 10-11=-207/1383, 9-10=348/1756, 7-9=348/1756 WEBS 3-12=439/162, 4-12=-43/399, 5-10=42/399, 6-10=-439/162 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=29ft, eave=4ft; Cat Il; Exp B, Encl., GCpi=O 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 315 lb uplift at joint 2 and 315 lb uplift at joint 7. 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vwily design parameters and READ NOTES ON TRS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not m a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the VFW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, D5849 and BC51 Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hmrrribeca-1986-CT72090764riP1986C-T A4T SPECIAL 1 Mid -Florida Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 002017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-4uLrKhUQrfJUv6eWt?HsQDIICr7VnldoBAmOWJybAiX 2- 3-4 I 59-0-0 12-8-12 16-2-6 I 19-8-0 23-10-12 F 28-8-0 29-8-01 2-3- 4 3-4-6 3+6 3-i12 3-510 3-510 4-2-12 4-9-4 1-0-0 5x7 = 1 5. 4 11 29 4 3x4 = 4x8 = 6 30 7 Scale = 1 51 4 18 14 13 12 11 4x10 = 1x4 I 1 5x4 3x12 = 3x4 = 1x4 I 3x4 = 5x9 = 2- 3- 4 I 5-7-10 I 9-0-0 12-8-1z 1 -6 I 138-o 23-10112 f z8-6-o 2.3- I 3-4-6 3-4-6 3-8-12 3-5-10 3-510 4-2-12 49-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 075 TCDL 100 Lumber DOL 1.25 BC 0.95 BCLL 00 ' Rep Stress Incr YES WB 062 BCDL 10. 0 Code FBC2014ITP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 'Except' 1-4 2x6 SP No 1 BOT CHORD 2x4 SP No 2 'Except* 2-15: 2x6 SP No 2, 5-14 2x4 SP No 3 WEBS 2x4 SP No 3 *Except* 18-19 2x4 SP No.2 OTHERS 2x6 SP No.1 LBR SCAB 1-4 2x6 SP No.1 one side DEFL. in ( loc) Vdefl Ud PLATES GRIP Vert(LL) - 0.17 15-16 >999 240 MT20 244/190 Vert(TL) - 0 42 15-16 >809 180 Horz(TL) 0.25 9 n/a n/a Weight 199 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals BOT CHORD Rigid Ceiling directly applied or 9-9-2 oc bracing REACTIONS. (lb/ size) 1=1144/0-4-0, 9=1193/0-4-0 Max Horz 1=-100(LC 6) Max Uplift 1=-273(LC 8), 9=-313(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 ((b) or less except when shown. TOP CHORD 2-3=-2932/687, 3-29=-2165/526, 4-29=-2105/532, 4-5=-2189/570, 5-6=-2174/567, 6-30=- 1685/477, 7-30=-1685/477, 7-8=-1710/448, 8-9=-2022/484 BOT CHORD 2-17=549/2737, 16-17=-549/2737, 15-16=-321/1904, 12-13=-251/1483, 11-12=-356/1751, 9-11=- 356/1751 WEBS 4- 16=-95/523, 4-15=97/463, 13-15=286/1624, 6-15=130/708, 6-13=723/179, 7-13=- 82/411, 7-12=41/283, 8-12=-325/122, 3-17=-26/266, 3-16=-947/257 NOTES- 1) Attached 10-2-10 scab 1 to 4, front face(s) 2x6 SP No 1 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o c except starting at 1-8-6 from end at joint 1, nail 2 row(s) at 2" o c for 2-11-3. 2) Unbalanced roof live loads have been considered for this design 3) Wind ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Bearing at joint(s) 1 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 273 lb uplift at joint 1 and 313 lb uplift at joint 9 .._ . 9) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verify design paramarem and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdmdual truss web and/or chord members only Additional temporary and permanent bracing -grow isalways requiredforstabilityandtopreventcollapsewithertypossiblepersonalinjuryandpropdamageForgeneralguidanceregardinggthefabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVTribeca-1986C T72090765 P1986C-T A6 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 Walk Industries, Inc Fn Sep 22 06 17 01 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-Y4vDY1 V2cyRLXGDiRio5yRrggFU7WVxxNgVx2lybAIW rim 7-0-011-1a1 1 16-9-15 21-8-0 28-6-0 zse-o 1-a0 7-0-0 111a1 4.11-13 4-10-1 7-0-0 1-ao Scale = 1 51 2 5x5 = 1x4 II 3x4 = e r 3 19 20 4 21 22 23 24 5 2526 27 5x5 = 12 - -- 11 - - -- 10 -- - 9 4x5 - 1x4 I 6x8 MT20HS = 3x5 = 1x4 II 4x5 = 7-ao I I 28-8-0 7-0.0 11-13 z10.1 7-a0 Plate Offsets (X.Y)- f3:0-2-8.0-2-41,f6 0-2-8.0-2-41,[11.0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 096 TCDL 10.0 Lumber DOL 1 25 BC 0.86 BCLL 00 ' Rep Stress Incr NO WB 055 BCDL 10.0 Code FBC2014rrP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 1 'Except' 3-6: 2x4 SP No.2D BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=2138/0-4-0.7=2138/0-4-0 Max Horz 2=-81(LC 6) Max Uplift2=-652(LC 8), 7=-652(LC 8) DEFL. in (loc) Vdefl L/d Ven(LL) -0 23 10-11 >999 240 Vert(TL) -0 59 10-11 >582 180 Horz(TL) 018 7 n/a n/a nd A 1 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 136 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3955/1176, 3-19=-4544/1420, 19-20=-4544/1420, 20-21=-4544/1420, 4-21=-4544/1420, 4-22=-4544/1420, 22-23=-4544/1420, 23-24=-4544/1420, 5-24=-4544/1420, 5-25=-4546/1421, 25-26=-4546/1421, 26-27=-4546/1421, 6-27=4546/1421, 6-7=-3955/1176 BOT CHORD 2-12=-946/3444, 12-28=-945/3426, 28-29=-945/3426, 11-29=-945/3426, 11-30=-1278/4546, 30-31=-1278/4546, 31-32=-1278/4546, 10-32=1278/4546, 10-33=-944/3426, 33-34=-944/3426, 9-34=-944/3426, 7-9=-945/3444 WEBS 3-12=25/518, 3-11=423/1441, 4-11=610/316, 5-10=623/310, 6-10=425/1443, 6-9=24/517 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=29ft, eave=4ft; Cat II, Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 2 and 652 Ib uplift at joint 7. 8) "Semi -rigid pdchbreaks 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) 187 lb down and 207 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0-12, 97 Ito down and 106 lb up at 11-0-12, 97 Ito down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 14 4-0, 97 Ib down and 106 Ib up at 15-7-4, 97 lb_ down and 106 Ib up al 17-74, and 97 lb down and 106 lb up at 19ha, and Printed co ies of this document are187lbdownand207lbupat21-8-0 on top chord, and 268 lb down and 100 lb up at 7-0-0, 66 lb down at 7-0-12, 66 lb down at 9-0-12 p 66 Ib down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 144-0, 66 Ib down at 15-7-4, 66 Ib down at 17-74, 66 Ib down at not considered signed and sealed and 19-74, and 66 lb down at 21-74, and 268 lb down and 100 lb up at 21-8-0 on bottom chord The design/selection of such connection the signature must be verified on device(s) is the responsibility of others any electronic copies10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on Daae 2 0 WARNING - Verify design panmelo s antl READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rev. IOM312015 BEFORE USE. -- Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing R16isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryantlpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB419 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-19MC T72090765 P1986C-T A6 HIP 1 1 31) Mid-Florda Lumber, Bartow, FL 7 610 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 01 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-Y4vDY1V2cyRLXGDIRio5yRrggFU7VWxxNgVx2lybAjW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=60, 3-6=-60, 6-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 6=-140(F) 12=-309(F=-41) 3=-140(F) 9=-309(F=-41) 19=-97(F) 20=-97(F) 22=97(F) 23=-97(F) 24=-97(F) 26=97(F) 27=-97(F) 28=-41(F) 29=41(F) 30=-41(F) 31=-41(F) 32=41(F) 33=41(F) 34=-411(F) WARNING - VarHy design paramarers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verdy the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is &Nays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPH Ouality Criteria, DSB-89 and BCSI Building Component 6911/ Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HMrnbea-1986-C T12090766 P1986C-T A6T SPECIAL 1 2 Mid -Florida Lumber. Bartow. FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 02 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-OHTbINWgNGZC80nu'IQJKVeN4Nfr9Ftk5cUFVaBybAjV i 2-3-4 I S0.0 7-0.0 10.0-2 12.8-12 I 17-2-6 21-8-0 I 24-10-12 2-34 2-8-12 2-0-0 3-D-2 2-8-10 4-510 4-5-1032-12 Scale = 1 51 4 5x7 = 2x4 14x4 = 36 = 6 DO F12 31 4 32 5 33 6 34 35 7 36 37 5x7 = 3x4 o 3 / 3x4 9 2x5' < 4 2 d 30 2 1 16 10 d19183817396x8 = 11I 2x4 I 3x4 = 3x8 = 40 41 42 43201514 13 12 4x10 = 1x4 II 2x4 I 4x14 = 3x4 = 1x4 I 3x4 = 012 = 3-4 t2-&12 175250 243210212 I 2394 02-0.022102- LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 064 Vert(LL) -0.21 16-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.81 Vert(TL) -0 53 16-17 >646 180 BCLL 00 ' Rep Stress Incr NO WB 083 Horz(TL) 028 10 n/a n/a BCDL 100 Code FBC2014/rP12007 (Matnx-M) Weight. 397 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP DSS 'Except' TOP CHORD 4-8: 2x6 SP No 2, 8-11 2x4 SP No.2 BOT CHORD 2x4 SP No 2 'Except' BOT CHORD 2-16. 2x6 SP No 1, 6-15 20 SP No 3 WEBS 2x4 SP No 3 *Except* 20-21 2x4 SP No.2 OTHERS 2x6 SP DSS APPLY SCAB TO ONE FACE OF TRUSS LBR SCAB 1-4 2x6 SP DSS one side ATTACH WITH 2 ROWS OF 10d NAILS (0 131" X 3") SPACED @ 3" O C USE 7• MEMBER END DISTANCE REACTIONS. (Ib/ size) 1=2191/0-4-0, 10=2168/0-4-0 Max Horz 1=-79(LC 6) Max Uplift I=660(LC 8), 10=-659(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=6761/2056, 3-31=-5704/1765, 4-31=5673/1772, 4-32=-6330/1957, 5-32=6330/1957, 5-33=- 6330/1957, 6-33=6330/1957, 6-34=-7014/2166, 34-35=-7014/2166, 7-35=- 7014/2166, 7-36=-4675/1470, 36-37=-4673/1470, B-37=-4670/1469, 8-9= 3946/1217, 9-10=-3989/1183 BOT CHORD 2-19=-1829/63D6, 18-19=-1829/6306, 18-38=1489/5174, 17-38=-1489/5174, 17-39=- 2041/7072, 16-39=-2043/7080, 6-16=0/355, 15-40=-114/446, 40-41 =-1 14/446, 14-41 =- 1 14/446, 14-42=-974/3533, 42-43=-974/3533, 13-43=-974/3533, 12-13=-983/3495, 10-12=- 983/3495 WEBS 4- 18=-437/1394, 4-17=-447/1518, 14-16=1259/4379, 7-16=-804/2653, 7-14=-1892/682, 8-14=- 451/1489, 8-13=-62/522, 9-13=-254/169, 6-17=1003/293, 3-19=154/599, 3-18=- 1442/434 Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2- ply truss to be connected together with IOd (0.131"x3••) nails as follows. Top chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 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) NA 4) Unbalanced roof live loads have been considered for this design Printed COpleS Of ills document are 5) WindASCE7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29ft, eave=4ft, Cal II, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 not considered signed and sealed and 6) Provide adequate drainage to prevent water ponding the signature must be verified on 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads any electronic copies 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will CotSllir(1fr; U'@ftftCV"ttom Chord and any other members Q WARNING - Varlfy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication• storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 LUMBER- BRACING - TOP CHORD 2x6 SP DSS 'Except' TOP CHORD 4-8: 2x6 SP No 2, 8-11 2x4 SP No.2 BOT CHORD 2x4 SP No 2 'Except' BOT CHORD 2-16. 2x6 SP No 1, 6-15 20 SP No 3 WEBS 2x4 SP No 3 *Except* 20-21 2x4 SP No.2 OTHERS 2x6 SP DSS APPLY SCAB TO ONE FACE OF TRUSS LBR SCAB 1-4 2x6 SP DSS one side ATTACH WITH 2 ROWS OF 10d NAILS (0 131" X 3") SPACED @ 3" O C USE 7• MEMBER END DISTANCE REACTIONS. (Ib/ size) 1=2191/0-4-0, 10=2168/0-4-0 Max Horz 1=-79(LC 6) Max Uplift I=660(LC 8), 10=-659(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=6761/2056, 3-31=-5704/1765, 4-31=5673/1772, 4-32=-6330/1957, 5-32=6330/1957, 5-33=- 6330/1957, 6-33=6330/1957, 6-34=-7014/2166, 34-35=-7014/2166, 7-35=- 7014/2166, 7-36=-4675/1470, 36-37=-4673/1470, B-37=-4670/1469, 8-9= 3946/1217, 9-10=-3989/1183 BOT CHORD 2-19=-1829/63D6, 18-19=-1829/6306, 18-38=1489/5174, 17-38=-1489/5174, 17-39=- 2041/7072, 16-39=-2043/7080, 6-16=0/355, 15-40=-114/446, 40-41 =-1 14/446, 14-41 =- 1 14/446, 14-42=-974/3533, 42-43=-974/3533, 13-43=-974/3533, 12-13=-983/3495, 10-12=- 983/3495 WEBS 4- 18=-437/1394, 4-17=-447/1518, 14-16=1259/4379, 7-16=-804/2653, 7-14=-1892/682, 8-14=- 451/1489, 8-13=-62/522, 9-13=-254/169, 6-17=1003/293, 3-19=154/599, 3-18=- 1442/434 Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2- ply truss to be connected together with IOd (0.131"x3••) nails as follows. Top chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 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) NA 4) Unbalanced roof live loads have been considered for this design Printed COpleS Of ills document are 5) WindASCE7-10, VuIt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29ft, eave=4ft, Cal II, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 not considered signed and sealed and 6) Provide adequate drainage to prevent water ponding the signature must be verified on 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads any electronic copies 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will CotSllir(1fr; U'@ftftCV"ttom Chord and any other members Q WARNING - Varlfy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication• storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmrrribew-19t16-C T12090766IP1986C-T A6T SPECIAL 1 2 Mid -Florida Lumber, barim, FL 7 640 s Aug 16 2017 MiTek Induslnes, Inc Fn Sep 22 06 17 022017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-OHTbINWgNGZC80nu'?OJKVeN4Nfr9Ftk5cUFVaBybAIV NOTES- 9) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 660 lb uplift at joint land 659 lb uplift at joint 10 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) 29 lb down and 90 lb up at 7-0-0, 26 lb up at 9-0-12, 26 lb up at 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 14-4-0, 97 lb down and 106 lb up at 15-7-4, 97 lb down and 106 lb up at 17-7-4, and 97 lb down and 106 lb up at 19-7-4, and 189 lb down and 205 lb up at 21-8-0 on top chord, and 502 lb down and 231 lb up at 7-0-0, 180 lb down and 76 lb up at 9-0-12, 180 lb down and 76 lb up at 11-0-12, 66 lb down at 12-10-8, 66 lb down at 14-4-0, 66 lb down at 15-7-4, 66 lb down at 17-7-4, and 66 lb down at 19-74, and 327 lb down and 97 lb up at 21-7-4 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=l 25 Uniform Loads (plf) Vert: 1-4=60, 4-8=-60, 8-11=60, 1-20=-20, 16-24=-20, 15-27=-20 Concentrated Loads (lb) Vert 4=-l(F) 8=-142(F) 6=-97(F) 18=502(F) 16=-41(F) 13=-327(F) 34=-97(F) 35=-97(F) 36=97(F) 37=-97(F) 38=-180(F) 39=-180(F) 40=41(F) 41=-41(F) 42=-41(F) 43=41(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. IraqDesignvalidforuseonlywithMiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Cntena, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Parts Sq Hm/Tnbeca-1966-C T12090767 P1966C-T B1 SPECIAL 1 2 Mid-Flonda Lumber, Bartow, FL Run 7 640 s Nov 10 2015 Print 7 640 s Apr 22 2016 MiTek Industries, Inc Fn Sep 22 09 55 30 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-BXTtwzCCRIfGwU_u3akJc6G4ZZc2TCITngV7fRyb7Wh 3-3-0 6-3-8 9-3-11 12-5-10 15-7-9 18-11-0 r 3-31 3-0-8 3-0-3 3-1-15 I 3-1-15 3-3-11 Scale = 1 32 6 1 5x4 I 3 4T 3x5 = 4x6 — 4x4 II 8x12 MT20HS = 2x4 II 7x12 = 4x4 3-3-0 3-3 63-8 9-3-11 I 3-11503-01 3 0 31519 18-11-0 3-3-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip COL 100 TC 088 TCDL 10.0 Lumber DOL 1 00 BC 066 BCLL 00 Rep Stress Incr NO WB 084 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 *Except* 4-8 2x4 SP No 1 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 'Except' 4-12,6-12,6-10,8-10: 2x4 SP No.2 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 029 12 >776 360 MT20 244/190 Vert(TL) -0 71 12 >317 240 MT20HS 187/143 Horz(TL) 007 9 n/a n/a Weight 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=1865/04-0, 9=249610-74 Max Horz 1=191(LC 8) Max Uplift 1=-497(LC 5), 9=-774(LC 5) Max Grav 1=2062(LC 13), 9=2878(LC 13) 1 FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=3983/994, 4-5=12542/3415, 5-6=12542/3415, 6-7=7129/1921, 7-8=-7129/1921, 8-9=2499/687 BOT CHORD 1-14=-998/3595, 13-14=-2865/10458, 12-13=3104/11284, 11-12=3270/12085, 10-11=-3270/12085, 9-10=-156/573 WEBS 2-14=-654/2498, 5-12=-861/272, 6-11=-67/375, 7-10=872/270, 4-12=326/1315, 6-12=-198/478,6-10=-5178/1410,8-10=-1844/6851,4-14=-7229/1966,2-4=-3500/943 NOTES- 1) 2-ply truss to be connected together with 10d (0 131 "x3') nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 497 lb uplift at Joint 1 and 774 lb uplift at. Printed copies of this document are Joint 9 10) Girder carries tie-in span(s) 5-0-0 from 6-3-8 to 18-11-4 not considered signed and sealed and 11) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss the signature must be verified on 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such any electronic copies connection device(s) is the responsibility of others. A WARNING - Verify design paramefe and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 — 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty the applicability of design parameters end property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmrrnbea-1986-C T 12090767 P1986C-T 81 SPECIAL 1 2 mio-rionoa Lumber, banow, rL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (pff) Vert 1-3=60, 4-8=-252, 9-15=-20 Concentrated Loads (lb) Vert. 4=-429 Kiln / b4U 5 NOv lU 2Ul b Print / b4U S Apr 22 LUIb MI I ek Industries, me f-n Sep 22 09 bb 3U 2U1 I Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-8XTtwzCCRlfGwU_u3akJc6G4ZZc2TCiTngV7fRyb7Wh A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component. not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrNTribeca-1986-C T12090768 P1986C-T B2 SPECIAL 5 1 Iall Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 03 2017 Page 1 ID I 333300 I -311 3zzrE5595gHBgKdROwR6OYzkw7e-9e-UT1zziXJ8ah3maM5Z7rZ11s-w14 BJ3AD_JxEr8_27eybAjU 12-5-10 15 1.156381-110.933Scale = 1 33 7 2x4 11 17 4x5 = 6x12 MT18HS = 5x5 11 8x12 MT20HS = 2x4 11 7x14 = 5x5 II 3-30 i I l 8-3111-14 l 1333 33030.83151531-15 Plate Offsets (X. Y)- 11 0-2-4.0.0-11 14 0.38 Edael f8 0-3-8 Edge] 19'Edae D-3-81 112'0-6-0 0-5-41 114 0-5-4 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.00 TC 088 Vert(LL) -0 39 12 >579 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 088 Vert(TL) -0 89 12 >254 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 0 90 Horz(TL) 0.09 9 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins, except 4-8 2x4 SP DSS end verticals BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing WEBS 2x4 SP No.3 *Except* 3-13,4- 14: 2x4 SP No.2, 4-12,6-12,6-10,8-10 2x4 SP No.1 REACTIONS. (lb/size) 1=1366/0-4-0, 9=1230/0-7-4 Max Horz 1= 191(LC 8) Max Uplift 1 =- 259(LC 5), 9=-202(LC 5) Max Grav 1= 1578(LC 13), 9=1599(LC 13) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=2979/510, 4-5=8181/1365, 5-6=-8181/1365, 6-7=-4140/557, 7-8=-4140/557, 8-9=1404/ 189 BOT CHORD 1- 14=-567/2700, 13-14=-1485/7613, 12-13=-1580/8120, 11-12=-1059/7195, 10-11=-1059l7195, 9-10=-37/292 WEBS 2-14=- 328/1821, 5-12=-399/55, 7-10=-403/51, 4-12=-396/439, 6-12=-362/1031, 6-10=-3192/ 524, 8-10=-544/4023, 4-14=-5175/967, 2-4=-2611/517 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=2411, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the -bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other -members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 1 and 202 lb uplift at joint 9 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) The design/selection of such connection device(s) is the responsibility of others 1 LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Printed copies of this document are Uniform Loads (plf) not considered signed and sealed and Vert. 1-3= 60, 4-8=-90, 9-15=20 the signature must be verified on any electronic copies Continued on Daae 2 Q WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing militated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HrtJTrlbeca-1986-C T12090768 P1986C-T B2 SPECIAL 5 1 mio-Florida t-umoer, tianow, rt_ r b4u s Aug I 2111It mi ek industries, me Fn Sep 22 ub it u3 2u1 I page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-UT1zziXJ8ah3maM5Z7rZ1swBJ3AD JxEr8_27eybAtU LOAD CASE(S) Standard Concentrated Loads (lb) Vert 4=-713 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdi'dual truss web and/or chord members only Additional temporary and permanent bracing F15alwaysrequiredforStabilityantltopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-29 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmrrribea-1986-C T12090769 P1966C-T B2G SPECIAL 1 2 Mid -Florida Lumber, Barlow, FL 7 640 a Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 04 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-yfaLA2YxvtpwOkxH6rMoa3TPVSWkjr2N3okcf4ybAjT 330 fr38 8-10.14 11-4-9 13-10-3 trr314 18-11-4 330 3-0.8 2-7-6 2-510 2-510 2-510 2-7-6 Scale = 1 33 8 1 5x4 I I 3 3x4 = 4x5 = 3x4 11 3x8 = 7x6 = 4x8 = 2x4 11 4x4 = 330 fr38 8-10.14 11-4-913314 1 18-11-4 330 3-0-82-510 2-510 2-510 2-7-6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.00 TC 066 TCDL 100 Lumber DOL 100 BC 086 BCLL 0.0 ' Rep Stress Incr NO WB 059 BCDL 100 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP No 1 I WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1417/0-4-0, 10=1257/0-7-4 Max Horz 1=191(LC 8) Max Upliftl=-278(LC 5), 10=-212(LC 5) Max Grav 1=1637(LC 13), 10=1631(LC 13) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.24 14 >948 360 MT20 244/190 Vert(TL) -0 54 14 >414 240 Horz(TL) 006 10 n/a n/a Weight. 219 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=3140/556, 4-5=8450/1482, 5-6=-8450/1482, 6-20=-5956/866, 7-20=5956/866, 7-8=5956/866 BOT CHORD 1-16=-608/2843, 15-16=-1601/7985, 14-15=-1704/8513, 13-14=-1270/8061, 12-13=-1270/8061, 11-12=-491/3595, 10-11=-491/3595 WEBS 2-16=-360/1932, 2-4=-2748/556, 4-16=-5417/1047, 4-14=455/295, 5-14=304/41, 6-14=-267/550, 6-13=-22/288, 6-12=2258/433, 7-12=290/35, 8-12=-402/2532, 8-10=-3632/498 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"xY) nails as follows Top chords connected as follows. 2x4 - 1 row at D-7-0 oc Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at D-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) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10 Vint=140mph (3-second-gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft; Cat. 11; Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 1 and 212 lb uplift at joint 10 9) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard Continued on Daoe 2 Printed copies of this document are' not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify dasrgn para—fers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 nv 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the L% fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Cittena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq 1-1rNTribeca-19E6C T12090769 P1986C-T 82G SPECIAL 1 2 Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-3=60, 4-9=-90, 10-17=20 Concentrated Loads (lb) Vert 4=-792 7 610 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 04 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-yfaLA2YxvtpwOkxH6rMoa3TPVSWkjr2N3okcf4ybAjT Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev- 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crltena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmRribeca-1986-C T12090770 P1986C-T B3 COMMON 3 1 miu riuriva wrriue , —i—, — nuy io i wp — w rryc ID 3zzrE5595gHBgK ROwR60Yzkwee-yfaLA2YxIpw;k;H6rMoa3TW5SYb/yJN3okcf4ybA4T 1-0-0 I 5-1-4 I 9-8-0 14-2-12 19.4-0 1-0-0 5-1-4 4$12 4-6-12 5-1-4 Scale = 1 35 5 4x4 = aL r 4 3x4 = 5x8 = 3x4 = t 9-&0 I lam I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1 25 TC 0.24 Vert(LL) 0 11 8-11 999 240 TCDL 100 Lumber DOL 1 25 BC 074 Vert(TL) 0 29 8-11 794 180 BCLL 0.0 ' Rep Stress Ina YES WB 019 Horz(TL) 004 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight. 87 lb FT = 20% TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 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 REACTIONS. (lb/size) 2=833/0-8-0, 6=833/0-8-0 Max Horz 2=-102(LC 6) Max Uplift2=-226(LC 8), 6=-226(LC 8) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1219/335, 3-4=913/252, 4-5=-913/252, 5-6=-1219/335 BOT CHORD 2-8=222/1042, 6-8=222/1042 WEBS 4-8=107/497, 5-8=-337/174, 3-8=-337/174 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft, eave=4ft; Cat. 11; Exp B, Encl., GCpi=O 18, MWFRS (directional), 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 226 lb uplift at joint 2 and 226 lb uplift at Joint 6 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I lb Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify design parameters and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rw. f0/03/I075 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an indivkfual building component, not truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmrrribea-1986-C T12090771 P1986C-T B4 GABLE 1 1 Mid-Florda Lumber, Bartow, FL 7 640 s Aug 16 2017 MTek Industries, Inc Fn Sep 22 06 17 05 2017 Page 1 ID 3zzrE5595gHBgKdROwR60Yzkwee-RrBk00YZfBxn?uWTgYtl6H?ns2zSRpXIST9BWyM)S 1-0.0 I 9-8-0 i 19-4-0 1-0.0 9-8-0 9-8-0 1-40 Scale = 1 35 5 4x4 = 3 3x4 = 18 17 16 15 14 13 12 3x4 = 5x5 = I3 19-0 19-4-0 Plate Offsets (X Y)— 115 0-2-B 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 012 Vert(LL) 0.00 11 n/r 120 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.10 Vert(TL) 001 11 n/r 120 BCLL 00 ' Rep Stress Incr YES WB 0.05 Horz(TL) 000 10 n/a n/a BCDL 100 Code FBC2014rrP12007 Matnx) Weight. 95 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-4-0 lb) - Max Horz 2=102(LC 6) Max Uplrft All uplift 100 lb or less at /oint(s) 2, 16, 17, 18, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at)oint(s) 2, 15, 16, 17, 14, 13, 10 except 18=282(LC 17), 12=282(LC 18) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 8=45ft, L=24ft, eave=2ft, Cat. ll, Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1 4) All plates are 1x4 MT20 unless otherwise indicated 5) Gable requires continuous bottom chord bearing 6) Gable studs spaced at 2-0-0 oc 7) This truss has been designed for a 10 0 psf bottom chord live load noncwncurrent with any other live loads 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16. 17. 18, 14, 13, 12,10 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity desrgn parameters and READ NOTES ON THIS AND INCLUDED IWTEK REFERENCE PAGE M11.7473 rev 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown. and is for an individual building component, not a truss system Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Q is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the IN fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-09 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnVTribeca-1966C T12090772 P1986C-T C1 COMMON 4 1 Mid -Fib da Lumber, Ba , FL I ! 640 5 Aug i6 2017 MI ' ImU1"' " ". a P .. .. GU I / rage I ID 3zzrE5595gHBgKdROwR60Yzkwee-,,2, 3ed25gEGOGfUYgrGJRBtGgX6DikzybAlR 1-40 + 6-4-0 12-8-0 1"1 1-40 6-4-0 6-4-01-40 Scale = 124 9 4x4 = 3 3x4 = 1x4 ll 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 035 Vert(LL) -0 02 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.07 6-12 >999 180 BCLL 00 ' Rep Stress Incr YES WB 010 Horz(TL) 001 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=567/04-0, 4=567/0-4-0 Max Horz 2=70(LC 7) Max Uplrft2=163(LC 8), 4=-163(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=613/135, 3-4=-613/135 BOT CHORD 2-6=26/475, 4-6=-26/475 WEBS 3-6=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrft at joint(s) except (It=lb) 2=163. 4=163 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. a 4 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - VarNy tlas/pn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7177 nv. 10103/2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual budding component, not - a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracingbuildingrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/rribeca-19e6-C T72090773 P19116GT C2 COMMON 3 1 all Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 06 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee•v2i6bkZBOV3ed25gEGOGfUYgrGJPBtGgX6DlkzybA/R 6-4-0 12-8-0 1 1-0.0 6-4-0 6+0 Scale = 124 4 4x4 = 3x4 = 1x4 II 3x4 = 4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014rrPI2007 CSI. TC 035 BC 034 WB 0.10 Matnx-M) DEFL. in Vert(LL) -0 02 Vert(TL) -0 07 Horz(TL) 0.01 loc) Udefl Ud 5-8 >999 240 5-8 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=506/Mechanical, 2=567/0-4-0 Max Horz 2=69(LC 7) Max Uplrft4=-120(LC 8). 2=-163(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=616/137, 3-4=-615/137 BOT CHORD 2-5=53/477, 4-5=-53/477 WEBS 3.5=0/254 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=451t, L=24ft, eave=oft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional), 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) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 4=120, 2=163 7) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of indmdual truss web and/or chord members only Adddional temporaryand permanent bracing is always required for stability end to prevent collapse with possible personal injury and property damage For general guidance regarding the IN fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSIrrPl1 Quality Criteria, DSB-09 and SCSI Building Component 69N Parke East Blvd Safety Information evadable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hmrrribem-1986C T72090774 P1986C-T C3 HIP 1 i 1-0-0 N 5-0-0 2-8-0 4x8 = 3 15 nup io aap«uo it ur <vir rape i ID 3zzrE5595gHBgKdROwR60Yzkwee-NEGUo4apBoBVFBgsozvVCi511gg1wKaglmyGGPybAjO 4x4 = 4 3x4 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 200 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 8 999 240 TCDL 100 Lumber DOL 1 25 BC 031 Vert(TL) 0 06 8-11 999 180 BCLL 00 ' Rep Stress Incr NO WB 0 09 Horz(TL) 002 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=792/0-4-0, 5=792/0-4-0 Max Horz 2=-58(LC 6) Max Uplift2=-234(LC 8), 5=-234(LC 8) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1167/311. 3-15=-992/302, 4-15=-992/302, 4-5=1168/310 BOT CHORD 2-8=203/983, 8-16=200/991, 7-16=200/991, 5-7=-202/984 5-0-0 1-0-0 Scale = 124 5 3x4 = PLATES GRIP MT20 244/190 Weight 54 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vufl=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=Dft, Cat II; Exp B, Encl , GCpi=0 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=234. 5=234. 7) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-0, and 93 lb down and 77 lb up at 6-4-0, and 170 lb down and 181 lb up at 7-8-0 on top chord, and 86 lb down at 5-0-0, and 36 lb down at 6-4-0, and 86 lb down at 7-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=60, 3-4=60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert 3=-123(F) 4=-123(F) 8=64(F) 7=-64(F) 15=51(F) 16=-26(F) R Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the epplirabilrty, of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIrPl1 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Instdule, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sit Hmrrribeca-1986C T12090775 P1986C-T CJ1 JACK 10 1 ah Mid-Florda Lumber, Bartow, FL 7 640 5 Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 07 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-NEGUo4apBoBVFBgsozvVCi547gkrwL>glmyGGPybAIQ 1-0-0 1-0-0 1-0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 006 TCDL 100 Lumber DOL 1.25 BC 001 BCLL 00 ' Rep Stress Incr YES WB 000 BCDL 100 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. (Ib/size) 3=12/Mechanical, 2=124/0-4-0, 4=3/Mechanical Max Horz 2=42(LC 8) Max Uplrft3=-5(LC 5), 2=64(1_C 8) Max Grav 3=13(LC 13), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Scale = 17 1 2x4 = DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0 00 7 >999 240 MT20 244/190 Vert(TL) -0 00 7 >999 180 Horz(TL) -0.00 2 n/a n/a Weight 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rw. 10/07/I015 BEFORE USE. 1 Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Braung indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing k lli h. is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 41FN bit fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Ouality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 2.2314 Tampa, FL 36610 Job Truss Truss Type City Ply Park sq 11n Tribeca-1986-C T72090776 P1986C-T CJ3 JACK 8 1 31) 1010-1-10n0a Lumber, eanow, rl- r o+u s nug lb 2u1 f em i eK industries, Inc rn sep zz uts 11 ue zu1 r rage 1 wRID3zzrE5595gHBgKdRO6OYzkwee-rQgsOQbRy6JMsLF2LhQkkvdEg44GfnFz QiporybAlP 3-0.0 1-0.0 3-0.0 Scale = 1 12 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0 O8 Vert(LL) -000 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 006 Vert(TL) -0.01 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 000 2 n/a n/a BCDL 100 Code FBC2014/TPl2007 Matrix-M) Weight 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=65/Mechanical, 2=201/0-4-0, 4=29/Mechanical Max Horz 2=74(LC 8) Max Uptrft3=-34(LC 8), 2=67(LC 8) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=241t; eave=4ft; 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 nonconcurrenl 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 pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • verify daslpn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7173 rev 10103/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing w.les is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the iil fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East BNd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qly Ply Park Sq HrtJTrlbeca.198&C T12090777 P 1986C-T CJ3T SPECIAL 2 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MITek Industries, Inc Fn Sep 22 06 17 08 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-rQgsOQbRy6JMsLF2LhOkkvdEM42zfnFz—QlporybAjP 1-0-0 I 2-3-4 I 3.C.0 I 1-0-0 2-3-4 0-8-12 Scale = 1 12 3 2x4 = 2-3-4 2.3.4 N' 0-8-12 Plate Offsets (X.Y)— f3 0-3-10.0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 010 Vert(LL) -0 00 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.14 Vert(TL) -0.01 6 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.01 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-D-0 oc purllns BOT CHORD 2x4 SP No,2 'Except' BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing 3-6 2x4 SP No.3 REACTIONS. (lb/size) 2=204/0-4-0, 5=95/Mechanical Max Horz 2=83(LC 8) Max Uplift2=-68(LC 8), 5=47(1_C 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 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 3-6-0 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) 2, 5 6) "Semi -rigid pdGhbreaks Including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Vrlry design paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110111-7177 rev. 10N7/I013 BEFORE USE. Design valid for use only withMiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevenituckhng of mdlwdual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the I 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-C T72090778 P 1986C-T CJS JACK 4 1 nvy -v bj0DVxoF"—, rqa' ID 3zzrE5595gHBgKdROwR60YzkweedIDUEvOzH7ANmTOcOEV6D4RMKHybA0 1-0-0 5-0-0 1-0.0 SO-0 Scale = 1 17 3 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 200 Plate Grip DOL 1,25 TC 0.25 TCDL 10.0 Lumber DOL 1.25 BC 0.18 BCLL 00 ' Rep Stress Incr YES WB 000 BCDL 10.0 Code FBC2014lrP12007 Matrix-M) LUMBER- i TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=111/Mechanical, 2=298/0-4-0, 4=46/Mechanical Max Horz 2= 108(LC 8) Max Uplift 3=- 60(LC 8), 2=82(LC 8) Max Grav 3= 111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown Id N DEFL. in ( loc) I/defl Ud PLATES GRIP Vert(LL) -0 Ot 4-7 >999 240 MT20 244/190 Vert(TL) -0 04 4-7 >999 180 Horz(TL) 000 2 n/a n/a Weight: 18 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat It, Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwdy d—gn paramatars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 raw. 10/09/201 S BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWIT It Quality Criteria, DSBJa and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institule, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm7nbeu-1986-C T12090779 P1986C-T CJ5T SPECIAL 2 1 31) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 09 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-JdOEDmb3/QRDUVgEvOxzH7AN4TM00EV6D4RMKHybAjO 1-60 2-3-4 5-0-0 1-40 2-3-4 2-8-12 Scale = 1 17 3 2x4 = i 2-14 2-8-12 Plate Offsets (X.Y)— 13 0-4-10.0-0-31.13 0-1-2.0-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0 02 3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 028 Vert(TL) -0 05 3-5 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 003 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-M) Weight* 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-D-0 oc purlins BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 REACTIONS. (lb/size) 4=95/Mechanical, 2=302/0-4-0, 5=57/Mechanical Max Horz 2=108(LC 8) Max Uplrft4=-46(LC 8), 2=84(LC 8), 5=6(1_C 8) Max Grav 4=95(LC 1), 2=302(LC 1), 5=70(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4, 2, 5 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verity design paamefers and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent bucioing of individual truss web and/or chord members only Additional temporary and permanent bracing IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 s Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-C I T1209078 P19E6C-T D1 COMMON 1 miu nwiaa lumv oan nug io cu i r mi i eic mvusuies, me rn xp cc w i r vy cu i r rage -i ID 3zzrE5595gHBgKdROwR60Yzkwee-JdOEDmb3tORDUVgEvOxzH7AMOTNDODF6D4RMKHybA/0 1-112 4-11-4 F 9-11.4 1-412 4-114 5-0-0 Scale 3/8"=1' 4x4 = 3 1 54 II US — 15.4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0 01 5-6 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.20 Vert(TL) 0 03 5-6 999 180 BCLL 00 ' Rep Stress Incr YES WB 0.08 Horz(TL) 000 5 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight, 60 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 7=463/0-7-4, 5=381104-0 Max Horz 7=11 O(LC 6) Max Uplrft7=-134(LC 8), 5=-101(LC 8) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=320/104, 3-4=-317/100, 2-7=-420/146, 4-5=338/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat 11, Exp B; Encl , GCpl=0.18, MWFRS (directional); end vertical left exposed, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (tt=lb) 7=134, 5=101 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shown, end is for an individual building component, not IIsatrusssystemBeforeuse, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection antl bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 21B N Lee Street, Suite 312, Aleundna, VA 2.2314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Tnbeca-1986c T72090781 P1986C-T D2 COMMON 2 1 all Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 10 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-npycR6ciUjZ36fPRT5TCpKiX4ga7geGSkBwlkybAjN 1-0.0 5-0.0 i 10.0-0 11-0-0 1aD 5-0-0 5-0-0 4x4 = 1x4 II 2x6 = 2x6 = Scale = 122 5 R 0 4-8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0 01 6-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 019 Vert(TL) -0 03 6-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 007 Horz(TL) 000 4 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=46810-4-0, 4=452/0-8-0 Max Horz 2=-57(LC 6) Max Uplift2=-204(LC 8), 4=197(LC 8) Max Grav 2=468(LC 13), 4=454(LC 14) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=458/162, 3-4=-450/161 BOT CHORD 2-6=45/352, 4-6=-45/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft; eave=oft, Cat Il; Exp B, Part. Encl , GCpi=O 55; MWFRS (directional), cantilever left exposed ; Lumber DOL=1 60 plate grip D0L=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=204, 4=197. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON TfdS AND INCLUDED MI7EN REFERENCE PAGE M11-7473 nv. 10/07/2015 BEFORE USE Design valid for use only with MiTekO connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the IN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss ' Truss Type Oty Ply Park Sq HMrribera-1986C T72090782 P1986C-7 D3 GABLE 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 112017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-F?V?eRdKF1hwlpzdlp RMYFigH3ps7uPgOwTPAybAIM 1-11-0 5-0-0 1G-0-0 11-0-0 1.0.0 5-0-0 5-D-0 1-0-0 Scale = 1 22 5 4x4 = 1x4 11 2xe = 2x6 = 0 4-8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 027 Vert(LL) -0 01 6-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 019 Vert(TL) -0 03 6-17 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0 07 Horz(TL) 000 4 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 t TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=468/0-4-0, 4=452/0-8-0 Max Horz 2=57(LC 6) Max Uplrft2=-204(LC 8), 4=-197(LC B) Max Grav 2=468(LC 13), 4=454(LC 14) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=458/162, 3-4=-450/161 BOT CHORD 2-6=45/352, 4-6=-45/352 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=4ft; Cat 11, Exp B. Part Encl , GCpi=O 55, MWFRS (directional); cantilever left exposed , Lumber DOL=1 60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (Jt=lb) 2=204, 4=197 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies r..i Q WARNING - VarHy design paramafars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 ray. 1=312015 BEFORE USE Design valid for use only with MiTelc® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - 's is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the !. fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSI/TPIl Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 t Job Truss Truss Type Qty Ply Park Sq Hmrrribeca-1986-C T72090783 P1986C-T F1 ROOFTRUSS 12 1 o.,,,..., r 640 a nu ID 3zzrE5595gHBgKdROwR6OYzkwee-IC3NsneyOLgnLzYpaWVgvlotShC4bQpZv2glxcybAjL D-1-e H1 1 1-3-8 0- j8 SWIe = 1 49 8 1x3 = 1x3 = 5x6 I 34 FP = 3x6 FP = 5x6 14 = 5x6 II 4x6 II 4x6 II 5x6 II 14 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1qq 35 sin I7 Egd d 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6 = 5.6 11 6x6 = 3x8 MT20HS FP = 3x8 MT20HS FP = 6x6 = 5x6 6x6 = LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 028 Vert(LL) -063 25 >533 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 096 Vert(TL) -099 25 >341 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 0 73 Horz(TL) 012 18 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight 225 lb 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 2-2-0 oc bracing REACTIONS. (Ib/ size) 33=1037/0-8-0, 18=1037/0-8-0_ FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 33-34=-1024/0, 1-34=-1026/0, 18-35=-1024/0, 17-35=1026/0, 1-2=-1157/0, 2-3= 3096/0, 3-4=-4654/0, 4-5=-4654/0, 5-6=5738/0, 6-7=-6391/0, 7-8=-6391/0, 8-9= 6624/0, 9-10=-6624/0, 10-11=-6393/0, 11-12=-6393/0, 12-13=-5737/0, 13-14=- 4654/0, 14-15=-4654/0, 15-16=-3096/0, 16-17=-1157/0 BOT CHORD 31-32=0/2235, 30-31=013935, 29-30=0/5292, 28-29=0/6163, 27-28=016163, 26-27=0/6624, 25-26= 0/6624, 24-25=0/6595, 23-24=0/6166, 22-23=0/6166, 21-22=0/5291, 20-21= 0/3935, 19-20=012235 WEBS 17- 19=011538, 1-32=0/1538, 16-19=1427/0. 2-32=-1427/0, 16-20=0/1140, 2-31=0/1140, 15-20=- 1110/0, 3-31=-1109/0, 15-21=0/933, 3-30=0/932, 13-21=-826/0, 5-30=-827/0, 13-22= 0/590, 5-29=0/590, 12-22=-568/0, 6-29=-564/0, 12-24=0/362, 6-27=-14/469, 10-24=- 380/0, 8-27=-576/130, 10-25=-327/439 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated 4) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 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. 6) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection Building designer to consider providing means to dampen possible floor vibration Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing role is alwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalinjuryantlpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Ouallty Criteria, DSB49 and SCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Instaule, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmfTribeca-1966-C T72090784 P1986C-T F1A ROOFTRUSS 1 1 miv-name Lumoar, il-, I D-1-8 H I 1-3-0-I 3x4 = 1x3 = 1x3 = 1 2 J32 31 30 1x3 II 3x4 = I 1x3 II 3' 4 5 29 28 34 = r o+v s nug io <u i t inn ax mvusuies, me r aep cc w i r e«u a rage i ID 3zzrE5595gHBgKdROwR6OYzkwee-jC3NsneyOLgnLzYpaVWgvlol9hDObToZv2glxcybAlL i -"-- I O-8 SCaleC. 1 49 0 3x6 FP = 3x4 = 1x3 11 44 = 6 7 8 9 10 36 11 27 26 25 24 23 22 21 3x4 = 1x3 11 4x4 = 3x6 FP = 1x3 II 12 13 14 20 3x6 = 1x3 = 1x3 = 15 16 0 35 34 19 18 17 1x3 II LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ld PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 081 Vert(LL) 0 19 25-26 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 094 Vert(TL) 0 29 25-26 >688 240 BCLL 0.0 Rep Stress Incr YES WB 054 Horz(TL) 003 23 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight: 148 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 7-16: 2x4 SP No. 1(flat) end verticals BOT CHORD 2x4 SP No 2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing 22-31. 2x4 SP No 1(flat) WEBS 2x4 SP No 3(flat) REACTIONS. All bearings 12-7-4 except (It=length) 31=0-8-0 lb) - Max Uplift All uplift 100 lb or less at loint(s) 20 except 21=-228(LC 3) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 21 except 31=546(LC 1), 23=1122(LC 1) FORCES. (lb) - Max. Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 31-32=-542/0, 32-33=-542/0, 1-33=-542/0, 1-2=-516/0, 2-3=-1266/0, 3-4=1651/0, 4-5=1651/0, 5-6=-1600/0, 6-7=-1167/0, 7-8=1167/0, 8-9=-583/0, 9-10=-583/0, 10-36=0/977, 11-36=0/977 BOT CHORD 29-30=0/993, 28-29=0/1523, 27-28=0/1683, 26-27=0/1521, 25-26=0/583, 24-25=01583, 23-24=-260/0, 22-23=-528/0, 21-22=528/0 WEBS 1-30=0/701, 2-30=-663/0, 2-29=01380, 3-29=358/0, 11-21=0/490, 11-23=-677/0, 6-26=497/0, 10-23=1030/0, 8-26=0/802, 10-24=011137. 8-25=-392/0, 9.24=-462/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplr t at joint(s) 20 except (It=lb) 21=228 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) 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 I Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE IAII.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall _ budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq 11n Tnbeca-1986-C T12090785 P1986C-T Fla ROOF TRUSS 3 1 miu riuriva uuiriu Darr a nay iu cu r mi i ew uiuusu roa, ilia rri aey cc w r i' c i r rirye i ID 3zzrE5595gHBgKdROwR6OYzkwee-COdl37eaneyez6708E0vRzKyl57XKtUi81PaT3ybA1K 0-1-8 HF:LQ- ;1 ' "I 1 1-8-8 C" 0-48Cale = 1 49 8 4x4 = 3x4 = 1x3 = 5x12 = 3x4 = 1x3 = 1x3 = 1x3 II 4x6 = 1x3 II 3x6 FP = 1x3 II 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 10 II 04 = 3x6 = 3x6 FP = 6x6 I 6x8 = 3x6 = 3x4 = 3x6 = 3.4 = 1x3 I 06 = 5x5 = 15-3-8 14-3111210-12 16-3-4 12-11-12 0- 410 0- 8-00-5-8 0-1-8 37 36 a { LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 066 Vert(LL) 0 18 29-30 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.95 Vert(TL) 0.27 29-30 706 240 BCLL 00 Rep Stress Ina YES WB 0.71 Horz(TL) 003 23 n/a n/a BCDL 50 Code FBC2014rrPI2007 Matnx) Weight 156Ib 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 purllns, except BOT CHORD 2x4 SP No.2(flat) 'Except' end verticals 17- 28: 2x4 SP No. 1(flat) BOT CHORD Rigid Calling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) *Except* 9- 24. 2x4 SP No 2(flat) REACTIONS. ( lb/size) 33=731/0-8-0, 17=480/0-8-0, 23=1888/0-8-0 Max Grav 33=769(LC 3), 17=570(LC 4). 23=1888(LC 1) FORCES ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 33-34=-763/0, 34-35=-763/0, 1-35=-763/0, 17-36=564/0, 36-37=-564/0, 16-37=-564/0, 1- 2=719/0, 2-3=-1740/0, 3-4=-2208/0, 4-5=-2208/0, 5-6=-2020/0, 6-7=-1308/90, 7- 8=324/472, 8-9=-324/472, 9-10=0/1417, 10-11=0/1417, 11-12=-553/689, 12- 13=-1157/284, 13-14=1157/284, 14-15=-1115/51, 15-16=-503/0 BOT CHORD 31-32=0/1382, 30-31=0/2073, 29-30=0/2213, 28-29=0/1827, 27-28=011827, 26- 27=-472/324, 25-26=-483/291, 24-25=472/324, 23-24=-2157/0, 22-23=-1970/0, 21- 22=-936/116, 20-21=-468/963, 19-20=144/1242, 18-19=0/961 WEBS 7-25=-1077/0, 8-24=314/0, 9-23=-2360/0, 1-32=01977, 2-32=-923/0, 2-31=0/498, 3- 31=-463/0, 5-29=-328/0, 6-29=0/322, 6-27=-779/0, 7-27=0/1482, 16-18=0/684, 15- 1 8=-638/6, 12-20=0/396, 12-21=-700/0, 11-21=0/736, 11-22=-1087/0, 9-22=0/1121. 9- 24=0/2396 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x3 MT20 unless otherwise indicated. 3) " Semi -rigid phchbreaks 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VrUy daslgn joism-ters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rav 10/03/2015 BEFORE USE. Design valid for use only wsh MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability or design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing k i:3iw.1aA is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1 1 b fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIRPII Quality Cntena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm Tribeca-1986-C T72090786 P1986C-T F1C GABLE 1 1 mio rorioa —1, oen L 0-h8 1 2 3 4 5 6 7 8 I r 48 47 46 45 44 43 42 41 ry,v ..V--, Wa , ID 3zzrE5595gHBgKdROwR6OYzkwee-gaB7GTfCYy4VaGiCIxXB AtF5U703VFsMM970VybA1J O-k8 Scale = 1 46 9 US FP= 9 10 11 12 13 14 15 16 17 18 40 39 38 37 36 35 34 33 32 31 3x6 FP = 13-7-12 12-11-4 14-5-0 19 20 21 22 23 24 L, 71 2-3-4 37 4-11 6.3 7-7-1 E-114 10134 11-7J 12-1. ti7-4 18-11-4 18p- 19-7-4 20-11J 22-3J 2174 24-11J 26-34 27-7-4 77 1-4-0 1J-0 1.4-01r1-0 1.1-0 1J-0 1_. 1.4 1 11 1.4-0 1-0 1-1-0 14-0 0-11 0.0-12 0-7-8 1-24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 001 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 003 Horz(TL) 000 25 n/a n/a BCDL 50 Code FBC2014/TPI2007 (Matnx) Weight. 123 lb 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 28-6-8 lb) - Max Grav All reactions 250 lb or less at joint(s) 48, 25, 36, 37, 39. 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27. 26 FORCES. (Ib) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) "Semi -rigid 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 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varify design p.—fers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 1 "3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall _ building design Braung indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stabildy and to prevent collapse with possible personal injury and property damage For general guidance regarding the ME fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPlt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmMibeca-1986-C T12090787 P1986C-T F2 ROOF TRUSS 1 1 wo-Fiorwa Lumber, eanow, FL r 640 s Aug io zui r Mi i eK industries, me rn Sep zz uo 17 15 zui r rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-8nlVUpggJGCMCQHOGf2NWOOEluFgooc?bOuhYxybAjl 0-1-8 H 1 1-3-0 1-11-12 Scale = 132 6 3 2 4x4 = 1x3 = 1x3 = 3x5 = 3x6 = 1x3 II 3x6 FP = 3x5 = 4x6 = 1 2 3 4 5 6 7 8 9 10 1 5.4 11 4x5 = 3x8 MT20HS FP = 3x5 = 4x6 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 088 Vert(LL) 0 30 14-15 >761 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 090 Vert(TL) 047 14-15 >484 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 007 11 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix) Weight 99 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns, except BOT CHORD 2x4 SP No 2(flat) 'Except' end verticals 11- 18 2x4 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 21=1034/0-8-0, 11=1034/Mechanical FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=-1027/0, 22-23=-1027/0, 1-23=1027/0, 1D-11=1027/0, 1-2=-1003/0, 2- 3=2579/0, 3-4=-3547/0, 4-5=-3966/0, 5-6=3966/0, 6-7=-3574/0, 7-8=-3574/0, 8- 9=2608/0, 9-10=-1048/0 BOT CHORD 19-20=0/1940, 18-19=0/3184, 17-18=0/3184, 16-17=0/3966, 15-16=0/3966, 14-15=0/3886, 13- 14=0/3217, 12-13=0/1978 WEBS 10-12=0/1395, 1-20=0/1364, 9-12=-1294/0, 2-20=-1303/0, 9-13=0/876, 2-19=0/889, 8- 13=-847/0, 3-19=-843/0, 8-14=0/497, 3-17=0/573, 6-14=-443/0, 4-17=-768/0, 6- 15=219/504 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated 4) Refer to girder(s) for truss to truss connections 5) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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 7) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity dsslgn pone-lers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing New isalwaysrequiredforstabilityantltopreventcollapsewithpossiblepersonalinjuryantlpropertydamageForgeneralguidanceregardingthefabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Critens, DS8419 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sq 1-1mrTribeca-1986C T72090788 P19a6C-T F3 ROOF TRUSS 3 1 nay io oep cc w i r rage i ID 3zzrE5595gHBgKdROwR60Yzkwee-BnIVUpgqJGCMCQHOGf2NWOQPDuOaox?"bOuhYxybA11 0.1-8 I H 1-3-o I i 1+0 II Scale = 1 13 5 1 1x3 II 2 3x3 = 3 1x3 II 4 1x3 II 5 3X3 = 6 3x3 II 34 = 0 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 018 Vert(LL) 0 02 9-10 999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 021 Vert(TL) 0 03 9-10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014/TP12007 Matnx) Weight 40 lb 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 1D-0-0 oc bracing REACTIONS. (lb/size) 10=370/0-4-0, 7=376/Mechanical FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=522/0, 3-4=-522/0, 4-5=-522/0 BOT CHORD 9-10=0/349, 8-9=0/522, 7-8=0/350 WEBS 5-7=-466/0, 2-10=461/0, 5-8=0/268, 2-9=0/269 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 t Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VarN desr r 1 y pn paramafars and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE Ml1-7177 ray. 10ro7/5015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq 1-IMTribera-19116C T12090789 P1986C-T F3A GABLE 1 1 o" 10 io—, ini Iexi„ , ,.— r, eN w ', f- . yr ID 3zzrE5595gHBgKdROwR6OYzkwee-8nlVUpggJGCMCQHOGf2NW000ruTioyV'1 'uhYxybAjl Scale = 1 13 5 2 14 13 3x3 = 3 12 4 I i 10 6 7 3x3 11 9 8 3x3 11 0.10.8 1 2-2.8 2-10.8 1 388 4-2-8 4-10.8 1 1r2-8 7 alas 1+0 o-so ae-o ae_o ae-o 1+o alas LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 001 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0 03 Horz(TL) 000 8 n/a n/a BCDL 50 Code FBC2014lTPI2007 (Matrix) Weight, 36 lb 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 7-1-0 lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 11, 12, 13, 10, 9 FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing 3) Truss to be fully 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 -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 6) 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 7) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwffy dasrgn parametars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev 10/03/2015 BEFORE USE affmw Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verrry, the applicability of design parameters and properly incorporate this design into the overall . building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSBa9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Cry Ply Park Sq 1-1mrrnbeca-19E6-C i T12090790 P1986C-T F3B ROOF TRUSS 1 1 I Mid -Florida Lumber, Bartow, FL 0-1.8 I— i 1-30 2 3x3 = 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 16 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-czJuh9hS4ZKDgasbpMac3byaslloXOIBggeE4NybA4H 1-4-0 Scale = 1 13 5 3 lx3 I 4 lx3 II 5 3x3 = 6 3x3 II 3x6 = 1-8.0 2.7-8 1-58 I 1-r10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 019 Vert(LL) 0 02 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 027 Vert(TL) 0 03 10-11 >999 240 BCLL 00 Rep Stress Incr YES WB 012 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight 40 lb 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 REACTIONS. (lb/size) 11=316/0-3-8, 7=306/Mechanical, 9=124/0-3-8 I Max Grav 11=323(LC 3), 7=3D6(LC 1), 9=174(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=390/0, 34=390/0, 4-5=-390/0 BOT CHORD 10-11=01295, 9-10=0/390, 8-9=0/390, 7-8=0/268 WEBS 5-7=357/0, 2-11=-389/0, 5-8=-55/261 r NOTES. 1) Unbalanced floor live loads have been considered for this design I2) Refer to girder(s) for truss to truss connections 3) "Semi -rigid prtchbreaks 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 J 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Varlly design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rsv. 1010312015 BEFORE USE Design valid for use only with MiTektD connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verrfy the applicability of design parameters and property incorporate this design into the overall building design Braang indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing }w, is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the L fabrication, storage, delivery, erection and braung o1 trusses and truss systems, see ANSVTPII Quality Critana, DSB-09 ane BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Tn1beca-1986C T72090791 P1986C-T F3G ROOF TRUSS 1 1 Job Reference footlonan M10-I-10n0a Lumber, tiarim, FL 0-1-8 1- 1 1 1-30 2x6 II 3x6 II 12 1 2x6 II S4U s AUg 16 201 / MI I ek IndU sides, Inc i-n Sep 22 06 1 / 17 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-49tGvVi5rtS4RkRnN45rcpVgBlOzGpml3KNocgybA)G 24 11 3.6 11 3x6 11 1 2 3 4 5 13 6 3x6 = 3x6 = Scale = 1 13 5 1-fr0 4-1-12 5-7-0 7-1-0 1$0 2-7-12 1-5-4 1*10 i Plate Offsets (X.Y)— f3 0-30.Edgel, 14.0-3-0.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 047 Vert(LL) -0 02 7-8 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.59 Vert(TL) -0 04 7-8 >984 240 BCLL 00 Rep Stress Incr NO WB 024 Horz(TL) 001 7 n/a n/a BCDL 50 Code FBC2014ITPI2007 Matrix) Weight 49 lb 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-D-0 oc bracing REACTIONS. (lb/size) 11=315/0-4-0, 7=929/Mechanical, 9=436/0-38 FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 6-7=261/0, 2-3=-414/0, 34=-414/0, 4-5=-414/0 BOT CHORD 10-11=0/291, 9-10=0/414, 8-9=0/414, 7-8=0/775 WEBS 5-7=1008/0, 2-11=-374/0, 5-8=-654/0 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 pdchbreaks 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 310d (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 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1014 lb down at 5-11-12 on top chord The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced). Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 7-11=-10, 1-6=-100 Concentrated Loads (lb) Vert. 13=935(1`) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 1010312015 BEFORE USE Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is akvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hmrrribeca-1986-C 1 T72090792 P1986C-T F5 ROOF TRUSS 1 1 Job Reference (oouonal) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 17 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-49tGvVI15rtS4RkRnN45rcpVIb19QGsnl3KNocgybAlG IScale = 1 18 0 I 1x3 I 1.3 II I 3x6 = 1 3x6 2 3 4 5 6 12 11 10 18 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TIC 0.38 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 005 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 005 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014/rP12007 Matrix) Weight 53 lb FT = 20%F, 11e/ E LUMBER- BRACING. TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 9-7-8 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing 9-10 REACTIONS. All bearings 9-7-8 lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 8, 11 except 9=250(LC 1). 10=250(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 3x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 1D-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 Printed copies of this document are 1 not considered signed and sealed and f the signature must be verified on any electronic copies rTQWARNING • Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7173rev. 10/07/2015 BEFORE USE. Design valid for use only withMiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the F fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DS549 and SCSI Building Component 6904 Parke East Blvd Safety Inm foration availablefrom Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 I Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmd7ribeca-19e6-C T12090793 P1986C-T F6 ROOF TRUSS 3 1 j io oaP"— r-.ge i ID 3zzrE5595gHBgKdROwR6OYzkwee-49tGvVi5rlS4RkRnN45rcpVmfi8BGr713KNocgybAjG 1-3-0 0-4-8'i 3x6 1 3x6 = 2 lx3 II 3 1.3 II 4 Scale = 1 9 6 3x3 = 3x3 = 8 7 6 5 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud TCLL 400 Plate Grip DOL 1 00 TC 012 Vert(LL) 0.00 7 999 360 TCDL 100 Lumber DOL 100 BC 007 Vert(TL) 0 00 7 999 240 BCLL 00 Rep Stress Incr YES WB 0 09 Horz(TL) 000 5 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) LUMBER- BRACING- 34 11 PLATES GRIP MT20 244/190 Weight 25 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 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 REACTIONS. (lb/size) 8=186/Mechanical, 5=186/Mechanical FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown 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 pdchbreaks including heels" Member end flxrty 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 Printed'coples of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING . Vwtfy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPI1 Ouatrty Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrNTribeca-1986- T12090794 P1986C-T F6A GABLE 1 1 Mid -Florida Lumber, Bartow. FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 1E 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-YMRe6rgcBax3u0zxnc4802yR6UG?JMRH 7L9GybA/F I 1 3.3 II 2 1.3 II 3 1x3 4 3x3 I I Scale = 1 9 6 3x3 11 1x3 II 1x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd I PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 006 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 001 Vert(TL) n/a n/a 999 I BCLL 0.0 Rep Stress Incr YES WB 002 Horz(TL) 000 5 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix) Weight. 20 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals. I 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 3-7-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7 FORCES. (Ib) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Gable requires continuous bottom chord bearing 2) Truss to be fully sheathed from one face or securely braced against lateral movement (I a diagonal web). I3) Gable studs spaced at 1-4-0 oc 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss I 5) 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. i 1 I t Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Varify dasrgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. I rat Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not HIM a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall I _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1; fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemmina, VA 22314 1 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq Hm/Tribeca-1986-C T12090795 P1986C-T FT1 FLOOR 1 3 ivio-nonoa -oar. eanow, wu s r,ug 10 zu1 r Mi I ex mounnes, me rn sep [ ub 1 r 1a Lu1 r rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-YMRe6rijcBax3uOzxnc4802lm6Ka>A9RH_7L9GybAjF 26-10-14 2 E 3..62 7-2-0 10.6-14 14-3J 17-9-10 21-0 24-10E 262-2 2 2.4E 1-3-12 3EE 3E-6 3EE 3EE 3-0-8 3$6 1-3-12 6-1 1-7-10 Scale = 1 50 5 1 5x4 II 3x6 = 1x4 II 4x8 = 1x4 II 4x8 = 5x5 = 4x8 = 1x4 II 3x6 = 1 5x4 II 1 2 3 4 5 6 7 8 9 10 11 20 21 19 22 23 18 24 25 17 16 15 14 13 12 4x4 = 4x8 = 2x4 I 8x8 = 2x4 II 4x8 = 2x4 I 4x8 = 4x4 = 3-8-2 7-2-8 1E614 13810 2& 26 21.0 r I F 38-2 I_1W 2-0-8 Plate Offsets (X.Y)- I7 0-2-8.0-3-01, f 17 0-4-O.Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 087 Vert(LL) 0 82 16-17 >415 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 070 Vert(TL) 1 28 16-17 >265 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 009 12 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matnx-M) Weight, 469 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (lb/size) 20=2829/0-7-4, 12=1573/0-7-4 FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=306/0, 2-3=-8718/0, 3-4=-8773/0, 4-5=-15467/0, 5-6=-15467/0, 6-7=1178410, 7-8=11784/0, 8-9=-4975/0, 9-10=-4929/0 BOT CHORD 20-21=0/5749, 19-21=0/5749, 19-22=0/14921, 22-23=0/14921, 18-23=0/14921, 18-24=0/14921, 24-25=0/14921, 17-25=0/14921, 16-17=0/15111, 15.16=0/15111. 14-15=0/ 9346, 13-14=0/9346, 12-13=0/3268 WEBS 3-19=- 323/0, 4-18=0/1200, 6-16=0/462, 9-13=-274/0, 4-19=-6352/0, 4-17=01565, 6-17=0/369, 8-13=- 4516/0, 8-15=0/2526, 6-15=3447/0, 2-19=0/3866, 2-20=-5929/0, 10-13=0/2163, 10-12=- 3386/0 NOTES- 1) 3-ply truss to be connected together with 10d (0 131"x3") nails as follows. Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except 0 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) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 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 5) Hanger(s) or other connection device(s) shall be provided sufficient to supportzoncentrated load(s) 369 lb down at 2-1-0, 369 lb down at 4-1-0, 369 lb down at 6-1-0, and 300 lb down at 8-1-0, and 923 lb down at 9-3-8 on bottom chord -The design/selection of such connection device(s) is the responsibility of others 6) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection Building designer to consider providing means to dampen possible floor vibration LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Undone Loads (plf) Vert. 1-11=- 67, 12-20=- 7 Printed copies of this document are Concentrated Loads (lb) not considered signed and sealed and Vert 21=369(F) 22=369( 1`) 23=-369(F) 24=-300(F) 25=-923(F) the signature must be verified on any electronic copies Q WARNING - Varlfy daslgn paramw/srs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7477 raw. l aV3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Critena, DSB-39 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/rribeca-19E6C I T12090796 P1986C-T FT2 FLOOR 1 n Mid-Flands Lumber, Berlow, FL 7 640 s Aug 16 2017 Walk Industries, Inc Fn Sep 22 06 17 19 2017 Page t ID 3zzrE5595gHBgKdROwR6OYzkwee-0Y OKB/LMUiohlbAVU7JhEa24Vf9kaBbWesuhlybAjE 2-6-11 I 4-11-10 7-4.9 I I 9-11-4 I 2-&11 2-4-15 2-4-15 2-&11 IScale = 1 18 9 1 1x4 II 3x8 = 1x4 II 3x10 = 1 3x10 = 2 3 4 5 3x4 11 3x4 II LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Vdefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TIC 0 38 Vert(LL) -0 07 8 >999 360 I MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 074 Vert(TL) -011 8 >999 240 BCLL 0.0 Rep Stress Incr NO' WB 0.82 Horz(TL) 001 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2D07 Matrix-M) Weight 111 lb FT = 20% LUMBER- I BRACING. f TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing REACTIONS. ( lb/size) 10=183710-4-0, 6=1998/0-7-4 FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-10=-1637/ 0, 1-2=-3350/0, 2-3=3350/0, 3-4=-3490/0, 4-5=-3490/0, 5-6=1690/0 BOT CHORD 9-10=0/ 276, 9-11=0/4868, 8-11=014868, 8-12=014868. 7-12=0/4868, 7-13=0/293, 6-13=0/293 I WEBS 1-9=0/3308, 2-9=-775/0, 3-9=-1634/0, 3-8=0/349, 3-7=-1483/0, 4-7=767/0, 5-7=0/3440 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows I Top chords connected as follows. 2x4 - 1 row at 0-9-0 oc I Bottom chords connected as follows. 2x6 - 2rowsstaggeredat0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Girder carries tie-in span(s), 7-0-0 from 0-0-0 to 9-11-4 I 4) "Semi -rigid pitchbreaks including heels" Memberendfixitymodelwasusedintheanalysisanddesignofthistruss5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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 1 6) Hanger(s) or other connection device( s) shall be provided sufficient to support concentrated load(s) 181 lb down at 3-9-12, and 181 lb down at 5-9-12, and 181 lb down at 7-9-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others I LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase= l 00, Plate Increase=l 00 Uniform Loads (plf) Vert. 1-5=330, 6-10=5 Concentrated Loads (lb) Vert, 6=66 11=- 181(B) 12=- 181(B) 13=-181(B) I Printed copies of this document are not considered signed and sealed and I the signature must be verified on j any electronic copies Q WARNING - Verify davgn parameters and READ NOTES ON TNIS AND INCLUDED rdITEK REFERENCE PAGE 11,1II-7473 rev 10,V312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not I e truss system Before use, the buildingdesignermustverilytheapplicabliity, of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, del 'very, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq himrrnbeca-1986-C T12090797 P1986C-T F73 FLOOR 1 2 mia-riorKia Lumoer, eanow, rL r o s nug io — i mi i eK mausmes, me en aep" uo i i - zui i rage i ID 3zzrE5595gHBgKdROwR6OYzkwee-OY_OKBILMUIohlbAVU7JhEa4pVlPkgybWesuhlybAlE I 3-2-3 6-2-9 9-4-12 3-2-3 3-0.7 3-2-3 Scale = 1 17 9 1.4 4x4 = 4x4 = 1 4x4 = 2 3 4 2.4 2x4 I I 3-2-3 G2-9 9-4-12 3-2-33-2-3 3-0.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.21 Vert(LL) 0 04 6-7 999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 034 Vert(TL) 0 05 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 039 Horz(TL) 000 5 n/a n/a BCDL 50 Code FBC2014rTP12007 Matrix-M) Weight 104 lb 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. (lb/size) 8=859/0-7-4, 5=733/0-3-8 FORCES. (lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-8=653/0, 1-2=-1709/0, 2-3=-1709/0, 3-4=1686/0, 4-5=-647/0 BOT CHORD 7-10=011686, 6-10=0/1686 WEBS 1-7=0/1623, 2-7=-286/0, 3-6=-308/0, 4-6=0/1621 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 1 Od (0 131 "xY) nails as follows Top chords connected as follows. 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except 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) "Semi -rigid pdchbreaks 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down at 2-1-8, and 176 lb down at 4-1-8, and 176 lb down at 6-1-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-4=100, 5-8=-10 Concentrated Loads (lb) Vert 8=64 6=-176(B) 9=-176(B) 10=-176(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varrfy design pare I and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rw. 10103/2015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicabildy of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply Park Sq HMrTribea-19WC rl2oso7s6IP1986C-T J5 JACK 3 1 Mid -Florida Lumber, tianow, FL / biiu s Aug 1b Lu1 / MI I eK Industries, inc Fin Sep 22 06 1 r 20 2V1 r rage 1 i ID 3zzrE5595gHBgKdROwR6OYzkwee-VkYOXWkz7ogfJB9M2CeYDR7F v8BTDDklHcSD9ybAjD r - 1-0-0 1 5-0-0 1-0-0 5-0-0 I Stale = 1 17 3 2x4 = LM 5-0-0 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 025 BC 0.18 WB 000 Matrix-M) DEFL. in (loc) I/defl L/d IVert(LL) -0 01 4-7 >999 240 Vert(TL) -0 04 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight 18 lb FT = 20% LUMBER- BRACING- I 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 REACTIONS. (lb/size) 3=1 11 /Mechanical, 2=298/0-4-0, 4=46/Mechanical I Max Horz 2=108(LC 8) IMaxUplift3=-60(LC 8), 2=82(LC 8) Max Grav 3=111(LC 1). 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES. 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Catl11, 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 3-6-0 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 60 lb uplift at joint 3 and 82 lb uplift at joint 2 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss f I I Printed copies of this document are I not considered signed and sealed and the signature must be verified on I any electronic copies IQWARNING • VwHy design parsmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MII-TQ] rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeirt connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Wim building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Siahr is always required for stability and to prevent collapse with possible personal injury and propdamage For general guidance regarding the I e ferty abrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPt1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information evailabie from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 i Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HM(Tribeea-1986C T72090799 P1966C-T J7 JACK 11 1 f Mid -Florida Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 20 2017 Page 1 ID 3zzrE5595clHBgKdROwR6OYzkwee-VkYOXWKz7ogfJB9M2CeYDR7Amv5DTDDkIHcSD9ybA)D 7-0-0 i 1-0-0 7-0-0 3x4 = Scale =122 2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 052 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 037 Vert(TL) -0 16 4-7 >510 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 001 2 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-M) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 1 57/Mechanical, 2=397/0-4-0. 4=61/Mechanical Max Horz 2=141(LC 8) Max uplift3=-85(LC 8), 2=99(LC 8) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10. VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=2411, eave=4ft, 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 3-6-0 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 85 lb uplift at joint 3 and 99 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies 'of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a buss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing k dl{S a.lr is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality CrRana, DS849 and SCSI Building Component 6904 Parke East Blvd safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hm/Tribeca-i 986CT1P1986C-T F()'y J77 SPECIAL 1 Mid•Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 Mi7ek Industries, Inc Fn Sep 22 06 17 20 2017 Pape 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-VkYOXWkz7ogfJB9M2CeYDR7DLv5lTDGklHcSD9ybA/D 2-3-4 4-10-4 7-0-0 i 1-0.0 2-3-1 2-7-0 2-1-12 I Scale = 1 22 2 2x6 = 1 5x4 II I2-3-4 7-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud TCLL 200 Plate Grip DOL 1 25 TC 035 Vert(LL) 0.04 3-7 999 240 I TCDL 10.0 Lumber DOL 1 25 BC 033 Vert(TL) 0 12 3-7 700 180 BCLL 00 ' Rep Stress Incr YES WB 0.06 Horz(TL) 006 7 n/a n/a IBCDL100CodeFBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No 2 'Except' 3-8, 2x4 SP No 3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 5=31/Mechanical, 2=386/0-4-0, 7=200/Mechanical Max Horz 2=141(LC 8) Max Uplift 5=-21 (LC 8), 2=97(LC 8), 7=56(1_C 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 3-4=262/52 WEBS 4-7=285/136 PLATES GRIP MT20 244/190 Weight 29 lb FT = 20% BRACING- I 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, Except 6-0-0 oc bracing: 3-8. 1 NOTES- I 1) Wind. ASCE 7-10, Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft, 8=45ft, L=24ft, eave=oft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 I2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a Consideration. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members I5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 5, 97 lb uplift at joint 2 and 56 lb uplift at Point 7. I7) "Semi -rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss IPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VaMy daslpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev. f 0/0]/1015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 I Tampa, FL 36610 r I Job Truss Truss Type oty Ply Park Sq HmrTribeca-1986-C T72090801 P1986C-T KJ5 JACK 2 1 f Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 21 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-zw6nlslbu6yWwLkYcv9nmfgKQJOvCgTtzxL?IbybAyC 1-5-0 7-0-14 Scale = 1 15 9 2xe = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 059 Vert(LL) -0 06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 040 Vert(TL) -0 17 4-7 >506 180 BCLL 00 ' Rep Stress Incr NO WB 000 Horz(TL) 001 2 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight. 24 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=156/Mechanical, 2=429/0-6-7, 4=67/Mechanical Max Horz 2=108(LC 21) Max Uplrft3=-73(LC 8), 2=130(LC 8) Max Grav 3=156(LC 1), 2=429(LC 1), 4=106(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=25ft; B=45ft; L=24ft, eave=4ft, Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional), 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 73 lb uplift at joint 3 and 130 lb uplift at joint 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, and 70 lb down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 4-4-12 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, and 17 lb down at 4-4-12, and 17 lb down at 4-4-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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 10=4(F=2, B=2) 11=-1O(F=-5, B=-5) Printed copies of this document are - not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - verify daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, no a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sq Hn Tn1beca-1966-c T12090802IP1986C-T KJ7 JACK 2 1 Job Ref Mid -Florida Lumber, Banow, FL 7 640 s Aug 16 2017 MiTek industries, Inc Fn Sep 22 06 17 21 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-zw6nlslbu6yWwLkYcv9nmfgNQJLMCcStzxL'>IbybNC 1-5-0 9-10-13 I 1-5-0 9-10-13 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.39 TCDL 10.0 Lumber DOL 1.25 BC 076 BCLL 00 ' Rep Stress Incr NO WB 0 26 BCDL 10.0 Code FBC2014rrP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=128/Mechanical, 2=542/D-6-7, 5=296/Mechanical Max Horz 2=142(LC 21) Max UpIM4=-73(LC 8). 2=144(LC 8). 5=71(LC 8) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-10=-555/167, 10-11=-536/176, 3-11=-485/176 BOT CHORD 2-13=-245/505, 13-14=-245/505, 14-15=-245/505, 6-15=-245/505 WEBS 3-6=546/265 Scale = 122 3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.22 6-9 >543 240 MT20 244/190 Vert(TL) -0 58 6-9 >205 180 HOrz(TL) 001 5 n/a n/a Weight 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=24ft, eave=oft, Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 I2) 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 I4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4, 144 Ib uplift at joint 2 and 71 lb uplift at joint 5. 6) 'Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 Ib down and 44 lb up at 4-4-12, 70 lb down and 44 lb up at 4-4-12, and 93 lb down and 77 lb up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 17 lb down at 4-4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (ptf) Vert 14=60, 5-7=-20 Concentrated Loads (lb) Vert 12=53(F=-27, B=-27) 13=4(F=2, B=2) 14=-10(F=-5, B=-5) 15=-35(F=-17, B=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design paramerars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 — 1010312015 BEFORE USE IDesignvalidforuseonlywithMiTekaDconnectorsThisdesignisbasedonlyuponparametersshown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the L K fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Crltana, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 i Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq 1-1nVTribeca-19S&C T12090803 P1986C-T KJ7T SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 22 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-R7g9yCIDfP4MYVJkAdgOJsCQjgUx3F1Cb5ZItybAjB 1-5-0 3-1-13 I 6-4-9 9-ID-13 1-5-0 3-1-13 3-2-12 3-6-4 1 5x4 11 3x5 = Scale = 122 4 i 31-13 f3+9 I 9-10-13 I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 093 TCDL 10.0 Lumber DOL 1.25 BC 064 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2014/TP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.1 D BOT CHORD 2x4 SP No.2 'Except' 3-9 2x4 SP No 3, 3-6 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=83/Mechanical, 2=646/0-6-7, 6=351/Mechanical Max Horz 2=142(LC 21) Max Uplift5=-42(LC 8), 2=239(LC 8), 6=-127(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-4=1021/364 BOT CHORD 3-16=-409/957, 8-16=-409/957, 8-17=-409/957, 7-17=409/957 WEBS 4-8=135/382, 4-7=-1021/436 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 013 3-8 >886 240 MT20 244/190 Vert(TL) -0.28 3-8 >428 180 Horz(TL) 0.11 6 n/a n/a Weight 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 2-9 NOTES. 1) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 5, 239 lb uplift at joint 2 and 127 lb uplift at joint 6 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12. and 87 lb down and 62 lb up at 7-2-11, and 87 lb down and 62 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 Ito down and 2 lb up at 1-6-12, 67 lb down and 64 lb up at 4-4-12, 67 lb down and 64 lb up at 4-4-12, and 35 lb down and 19 lb up at 7-2-11, and 35 lb down and 19 lb up at 7-2-11 on bottom chord The destgn/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-3=60, 3-5=-60, 9-10=20, 3-6=-20 Concentrated Loads (lb) Printed copies of this document are Vert. 14=21(F=-11, B=-11) 15=4(F=2, B=2) 16=-133(1`=67, B=-67) 17=-58(1`not considered signed and sealed and=29, 8=29) g the signature must be verified on any electronic copies A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall _ building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing I s always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hat/Tribeca-1986C T12090804 P1986C-T MG1 JACK 1 1 1,014-Flonda Lumber, Barlow, FL 7 640 a Aug 16 2017 MiTek Industries, Inc Fn Sep 22 06 17 23 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-vJEX9YmsQICDAfuxkKCFr41mo74agV4ARFg6gTybAlA 3-7-8 7-0-0 1! 3-7-8 3-4-8 1 5x4 I I Scale = 123 5 3 I I 04 = 3x8 II 4x4 =4 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/defl Lid I PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 021 Vert(LL) 0 02 5-7 999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 052 Vert(TL) 0.05 5-7 999 180 BCLL 00 ' Rep Stress Incr NO WB 038 Horz(TL) 001 4 n/a n/a BCDL 100 Code FBC2014ITP12007 Matnx-M) Weight. 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.21 TOP CHORD Structural wood sheathing directly applied or 5-1-6 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 3-4' 2x4 SP No 2 REACTIONS. (lb/size) 1=974/0-4-0, 4=788/Mechanical IMaxHorz1=57(LC 21) Max Uplift 1=-226(LC 8), 4=-209(LC 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=1209/272 BOT CHORD 1-8=284/1081, 5-8=284/1081, 5-9=284/1081, 4-9=-284/1081 WEBS 2-5=229/992, 2-4=-1233/324 I NOTES- I 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft; eave=4ft, Cat. 11, Exp B; Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 1 and 209 lb uplift at joint 4 6) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 Ito up at 1-0-12, and 496 lb down and 130 lb up at 3-0-12, and 496 lb down and 130 lb up at 5-0-12 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) I LOAD CASE(S) Standard I1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=30, 1-4=-10 Concentrated -Loads (lb) Vert: 7=-496(B) 8=-496(B) 9=496(13) Printed copies of this document are Inot considered signed and sealed and the signature must be verified on Iany electronic copies Q WARNING - Vr/ry design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 11111•7177 rw. 10/07/2015 BEFORE USE. IDesignvalidforuseonlywithMiTeMconnectorsThisdesignisbasedonlyuponparametersshown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall Fa RbuildingdesignBracingindicatedistopreventbucklingofindividualtrussweband/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the WE fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 ) Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearingsno (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89. Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS C1.2 c2J p WEBS c3 4 U d S' u U O a H O 7a 7 c r BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the budding designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17 Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY 0 co 015 W J W U N U) D Z J Z I— p O ZZ U) z w'^^ V/ O w p U LL'I r w z O Z O U) co o W J Q O J N U Z W w mU)0 v o 0 W Q W r% 16" 16" 16" LL- Z L=Lf Lu J Q FL O w w m 20„ 0 z O Q zo OJ o Z U Lu W Q z 04 Z Z Z W U cn W Q d N n J W OQ F- O 3: J J J Z LL. Q 12'- 0" 16'- 6" KNEE WALL io T. m m GARAGE L 10'- 0" f ... -' • - 19'- 4" _ I _ 9'- 4" FIRST FLOOR C 1 U U A6T 2-PLY I U U 3T I CJST I C A41- I 12" 5jTfP CLG. I A3 Az Al A Al AZ A3 A4 A5 C211 r CJ5 CJ3 U U C2 J C2 2 S C1 1 C1 c1 C3 CJ3 XCJ3C iE 12'- 6" _ I 16,- 0" APPROVED TRUSS ANCHOR BY BUILDER I BOTTOM =Ix2 TOP = 4x2 2x4 Cont. Band I TRUSS END DETAIL 1 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 6.0 PPP' 12 12" TRUSS END DETAIL ED J L 4 - HUS26 1- PLY HGR A L 11 - HHUS46 FLR HGR O1 - THA422 STRAP HGR 17-3089 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHORD LIVE 200 ITOP CHORD LIVE 400 TOP CHORD DEAD 100 TOP CHORD DERD 100 BOTTOM CHORD DEAD 100 IBOTTOM CHORD DERD 50 TOTRL LORD (PSF) 40 0 ITOTAL LORD (PSF) 550 STRESS INCREASE 125 JSTRESS INCREASE 10 THIS TRUSS SYSTEM HRS BEEN DESIGNED WITH LORDS GENERATED BY 140 MPH _ WINDS USING 4 2 PSF TOP CHORD DEAD LORD AND 30 PSF BOTTOM CHORD DERD LORD 0 MILES FROM HURRICANE OCERNLINE CRT II EXP B (RSCE 7-101 BUILOER 1986 - C Park Square Homes LEOL n)RSS TRAY CLG. OPT ML i Tribeca - C ROSO 9-20-17 REVISED STAIRWAY OPENING P 1986C-T mil" m WA 9-5-17 Bmax X11 RECORD COPY n City of Sanford Building and Fire Prevention Permit # Product Approval Specification F 1 7- 3 0 89 o A" FoRo Project Location Address 4 11 7-S r/ " Q kv I `-P-I/ As required by Florida Statute 553.842 and Florida Administrative Cod"N-3, pleasdrprovide 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 FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 941T40-W4 FL15279.20 Roll U Automatic ' Other 2. Windows Single Hun g MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other , June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194 1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates ' Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signat Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge Stats 6 Facts i Publications FBC Stag i BCIS Site Map i Links Search j r lcnda y n ;.: Product Approval 4 USER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl 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. 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 S ASTM G26 1995 TAS 201, 202, 203 ` 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6871 R7 Ecuiv of STANDARDS (a).odf http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/131/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 Summary of Products FL # i Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8671.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series I Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8671.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871A odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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 I Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5.odf Created by Independent Third Party: Yes http://www.floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and Installation Instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series I Sidelite (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 8671.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" 13'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.pdf 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", ClassicCraft" or "ClassicCraft Rustic" Series 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 FiberClassic", "SmoothStar", assicCraft" or "ClassicCraft stic" SeriesF 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (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 8671.9.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us - 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer, Cooyriaht 2007-2013 State of Florida • • Privacy Statement : • Accessibility Statement - Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F S., please click here Product Approval jAccepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Credi; Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 THERMANTRU THEFZMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON. OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTS WING GENERAL NOTES "IMPACTrr I. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the'Nigh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHE' this product complies wilh Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'NVHT'requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Ouiswing configurations using coastal sill item #4 under active doors meet water infiltration requirements for "HVHP'. 8. Inswing configurations and oufswing configurations using sill Item 95 under the door do not meet the water infiltra lion requirements for the "HVHZ" and shag be installed only in non -habitable areas oral habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures 6 general notes 2 Door panel details (Smooth star) 3 Door panel details (Fiber classic) 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X buck masonry construction 7 Frame anchoring - I X buck masonry construction_ 8 Ell of Materials & Components 37.75' MAX. FRAME WIDTH 36.00"MAX. ...rrl I PANEL WIDTH I d i z a S N a a 1=5; ti`CIVERALLV7_ C>.-FRAME.;_=-s'- D_ESIGNPRESSURE(PSF) DOORTYPEti DIMENSION"= SWING'',- POSITIVE NEGATIVE= INSWING 37.75" x 78.00" 80.0 80.0 SMOOTH STAR OLITSWING 37.75" x 96.50" 80.0 80.0 INSWING 37.75" x 98.00" 80.0 80.0FIBER CLASSIC OUTSWING 37.75" x 96.50" 80.0 80.0 See Sheet 8 for design pressure Fm talions. w Io wZpo -r 8 Z I G USq'tnrn ail to yLou aw o aaa sr r, N.T.S. owc m: DWS cm r: LFS FL-8871.5 L to J1 46 47 41 EXTERIOR L DETAIL A -A J b DOORrANEI 4U Smooth slur N 000000000 000000000000000000000000000000000000000000000000000000000000000 O00000. 000000000000000000000000000000000000 DEVIL A -A Panel reinforcement INTERIOR 1 HORIZONTAL CROSS SECTION 2 4.02" —i 1 53" CORNERS Cl11LLLl OF PANEL o; 42 iOr RAIL I3 LOCK S1llE In g VN ii 4:'O1noaV%'• i dl anc I 111111 y U N •: b 42 E O (! • Z E z a 46 u g g p o a V a I `Z47 IEu$ 41 NYC rn J w m EXTERIOR INTERIOR o 41 47 IL"L 4/ HINGE STILE 45 sO1TOM RAIL 28.86% OPEN 2 VERTICAL CROSS SECTION AREA MAX. 2 NOTE: WOOD DOOR COMPONENTS: PINE (SG - 0.42) SCAM N.T.S. DUD. BY.- DWS m Cw_ EN LFS 3 DRAWING NO.: I m FL-8871.5 D s En 2 or 8 N 0 64 db 67 61 EXTERIOR L DETAIL A -A J b DOOR ANEL 60 F. chssic 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 0000000000000000000000000000000000000 00000000000000000000000 DETAIL A -A Panel relnlorcement INTERIOR 1 HORIZONTAL CROSS SECTION 3 j- 4.07' I r TYP. 4 I1. 53" CORNERS C/ 1LULL4 u i OF PANEL a 62 TOP fl 63 LOCK Sillf in Z i % S• L'1 O K P I IIII11 o n; i bZ V N i 0 a` uY 9oa p67 V E4 0 Eozc o oN WU m aW irmm 7 UI K O EXTERIOR INTERIOR a a a 61 67 66 M, 7 INGE STILE 65 EOTTOM RAIL 28 OPEN AREAMAX. Z VERTICAL CROSS SECTION A 3 NOTE: WOOD DOOR COMPONENTS: PINE JSG >= 0.42) SCALE: N.T.S. - DWG. er: DWS CNN. er: LFS 3 DRAWNC NO.: rt m FL- 8871.5 a asNEEr 3 OF 8 B INTERIOR EXTERIOR 1-1/ -MIP F1vIB. IIYP.i 1 HORIZONTAL CROSS SECTION 4 Oulswing shown -inswing also approved 4 Oulswing shown - huM-g also approved m p, n AV: m Z f7.<Uoin I •.. ....• J A o 0 10 zn O Z p Z V m C W u m kT C 4 0 E ` o Z c ml K y O 0 QF i En tovJ z w NN m to o wU i U a Q Oa sr r• N.T.S. DM. BY. DWS 1- 1/4"MIN. a«. BY LFS EMB. j1YP.) DMWM NO.: FL- 8871.5 SHM 4 or 8 Klulf ---- 7f— INIMOK 1 VERTICAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR 4 VERTICAL CROSS SECTION Inswifitionseegenngeralconnotes•gurasheetI for,"HVHr water infiltration requirements INTERIOR EXTERIOR —""` f""' INTERIOR 2 _ VERTICAL CROSS SECTION 5 Shown w/IX sub -buck EXTERIOR INTERIOR VERTICAL CROSS SECTION Inswing conf guru®on see generalnofes, sheet I for'HVHr water Intl trallon requirements U • * i 2 N ifib, 1Y• Gj Lmn INTERIOR EXTE11R115R, P 1111 11 Z 0 m z° Z G Z u 00. 40 m auk lU V 4 3' d v o p z Ul 3 VERTICAL CROSS SECTION Outswingconfiguration m U see general notes, sheet I o far •HVHT' water infiltration o requ'uemenls a a l O Y J m INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "IMZ" water infiltration requirements sc. g N.T.S. DWG. eY. ows m arc. BY. LFS 3 Eii wwm N0: m FL- 8871. 5 0 N SHEET 5 OF 8 0 t rn TYP. HEAD 6 L JAMBS s"' TYP. HEAD & MASONRY MASONRY JAMBS OPENING OPENING r rr FRAME rr vi UO 2X BUCK r 2X BUCK, RUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarJoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: HINGE JAMB FRAME ANCHORING Masonry 2X buck construction ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE. SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR: ITW o 1/4" 1-1/4" 2" 4" TAPCON ELCO m 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1" end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL STRIKE JAMB Z 00 co o °n O. Z U N • yy VCE0 ZZ O ZU m 9 C Wa d m° r,Yj 5 q c° v 6CEvZ u W a o: NZ ZU O C UN F' I QC) Uy Wal N O O ye a a coal LATCH A DEADROLT DETAIL E N.T.S. er: DWS er: LFS 3 VM NO.: ° a FL-8871.5 cc rr 6 or 8 Q Cli zo fir'• ui nZ TYP. HEAD itt P Enz o m dz d JAMBS Inii u N o U MASONRY Mmy W00, OPENING a " m'\a a F CZEo o c a: ao CJ C; 17 Om FRAME 15 G m x o 17 J o0 L WU f Qo 0 1XBUCK a a m LATCH t DEADEOLi DETAILJf— o o N m4 ZZWO HINGE JAM$ STRIKE JAMS 11 N 00 CONCRETE ANCHOR NOTES: FRAME ANCHORING G o' 1 Concrete anchor locations of the comers may be adjusted to maintain the min. Masonry I buck construction 12 edge distance to mortarjoints. CL a 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to L 12 n N maintaintheminedgedistancetomodarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. G n N o 3. Concrete anchor table: 12 MIN. MIN. CLEARANCE MIN. CLEARANCE N. T.S. ITW BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1/7' PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ) ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /7' PFH SCREW STEEL 17 8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072" THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC Fy = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.56" —I H OEHEADL SIDE Jamb r I THRESHOLD Inswingadjustable5 8T 3 THRE HOLD Inswing self -adjust 5. 75' o T( L—- S RE HOLD Outswing standard L s. es~ T I THRESHOLD Inswing adjustable 4. ST L 4 THRESHOLD Outswing coastal T F-- 5.83" THRESHOLD Inswing MAX. DESIGN PRESSURE _ +/- 50 PSF 0 0. omm m Z o m G U N Z Z chi Em om°cw n 54ta maa c° oCZS: JTa0512210L sou[: N.T.S. DWG. BY: DWS CHK. Nli: LFS DRAWING NO: FL- 8871.5 SWU _ jL OF S Florida Building Code Online Page 1 of 3 Sri .r .. •.J )J' '\ ia'4,Y1 ", yt`k.. i .'T,/ •h. ?k ._YM• I it s , r k '>F L'• era. •I,1 _ 1 i ) i / { sue M. BCIS Home Log In User Registration ; Hot Topics Submit Surcharge ; Stats & Facts i Publications FBc Staff BCIS Site Map Links Search j b 3 Product Approval USER Public UserdGxslKL.Y Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332-R3 Revision 2014 Approved Ci MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Reglstered,Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2017 Steven M. Urich, PE R. Validation Checklist - Hardcopy Received FL15332 R3 COI FLCOI.odf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Method 1 Option D http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 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 FL15332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 1I 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 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 i REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 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.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A.- Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00501D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWldk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.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.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Back Nertil Contact Us •: 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850-487-1824 The State of Florida is an WEED employer Copyright 2007-2013 State of Florida.:. Privacy Statement :. Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M rfl ® E-R Credo Card Safe http://www. floridabuil ding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH85 72gvd Wldk... 9/7/2017 NOTES. 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 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=16 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 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, FIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS REV DESCRIPTION A ADDED FLANGE AND FIN INSTALLATION B REVISED INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES DRAWN OWC NO V.L. 08-02249 SCALE NTS IDAIE 10/30/13 1SHEET OF 10 DATE I APPROVED 12/10/13 R L. 08/03/15 R L SIGNED: 1012312015 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREP 6" MAX - 17" MAX 0 C 6" MAX 6" MAX 17" MAX OC 96" I - MAX FRAME HEIGHT 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS NI AND 82 FOR OTHER UNITS RATINGS REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L CHARTNI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psi Frame Single Panel and Total Frame VNdlh (in) Height 30.0 36.0 42.0 480 60.00 72.00 64.00 96.00 in) Pos I Nag Pos Nep Pos Nep Pos Neg 84.0 40.0 58.4 400 509 400 45.7 40 0 42 0 88.0 40 0 55.2 400 480 40 0 43 0 164 394 22.0 40.0 52.4 40 0 45 4 40 0 40 6 37.1 37 1 96.0 40 0 49.8 40 0 43 1 3B 4 38.4 35 0 35 0 CHART ,I2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame Single Panel and Total Frame VAdlh (in) Height 30.0 36.0 42.0 48.0 60.00 72.00 84.00 96.00 in) Pos I Neg Pos Neg Pos Neg Pos Nag 84.0 509 509 45.7 457 420 420 88.0 480 480 43.0 430 394 394 92.0 T458 454 45.4 40.6 406 37 1 37.1 96.0 431 43 1 38.4 38.4 356 35 0 CHART 43 Number of anchor locations required Frame Single Panel and Total Frame VVidlh (in) Height 30.0 36.0 42.0 48.0 60.0 72.0 64.0 96.0 m) Hd5 I Jamb Hd5 Jamb H65 TJamb HdS Jamb 84.0 4 6 5 6 6 6 6 6 86.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN DWG NO REV V.L. 08-02249 B SCALE NTS IDATE 10/30/13 IIHEET2 OF 10 SIGNED. 1012312015 5R I I L 0 t i J ?1 v,•v GENS,9iP a 5 * OTAT E OF c IV FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17" MAX O.C. I`{ 6" MAX 6" MAX 17" MAX O.C. 5" 1- 4X. ME GHT 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS N 1 AND X2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS CHART X4 DATE APPROVED 12/10/13 RL 08/03/15 R L Number of anchor locations required Frame Srgle Panel and Total Unit Width (in) Height J0.0 36.0 42.0 48.0 n) 60.0 72.0 84.0 960 H&S I Jamb H&S I Jamb H&S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT AOAPTE 96" x 96" FIN ELEVATION DRAWN DWG ND. V.L. 08-02249 SCALE NTS DATE 10/30/13 IsHELT3 OF 10 SIGNED: 1012312015 1/2" MIN EDGE DISTANCE 1 3/8" MIN WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT o11N. I,,TANGE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R L 1 3/8" MIN 1/4" MAX. EMBEDMENT r SHIM SPACE T INTERIOR 1/2" MIN EDGE DISTANCE all E n n 10 WOOD EXTERIORSCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 11111111I,2/ 1900 LAKESIDE PARKWAY g \R• L il2/iv9,1+% FLOWER MOUND, TX 75028 GENSF oSERIES420SGDREINFORCEDWITHOUTADAPTER 96 x 9IO 4TATFRAMEINSTALLATIONDETAILSy1 • TAT OFOFurr` O• 4iFSS; 0R10G`\ DRAWN DWG NO REV V.L. 08-02249 10 B SCGLLE NTS DATE 10/30/13 SHEET4 OF// i NAl1E\ METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE pI 1/4" MAX. 7y ® r SHIM SPACE 10 SMS OR SELF DRILLING SCREW 3/4" Mil EDGE DISTA L EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DALE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. B REVISED INSTALLATION DETAILS 08/03/15 R.L I IA" .,AV JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WI9 D LLC R II LOi OOLAKESIDEWS PDOOVR Y 5 9,p'i, FLOWER MOUND, TX 75028 v •\GENS 0 6 - SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILSSTATE pF tom` DRAWN DWGNO REV V. L. 08-02249 B OR` O .t \ NA1` E\\\ scAEENTSDATE10/30/13 SHEETS OF 10 2 1/2" MIN. EDGE DISTANCE MIN n EMBEDMENT CONCRETE/ ° MASONRY BY OTHERS 1/4" MAX F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT T 1 1/4" MIN. EMBEDMENT REVISIONS ` DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L 1 1/4" MIN. EMBEDMENT 1/4" MAX. 2 1/2" •a I SHIM SPACE MIN I INTERIOR EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY 1BYOTHERS a v EXTERIOR OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC 1R II il0CONCRETE/MASONRYINSTALLATION 1900 LAKESIDE PARKWAY\\J\ FLOWER MOUND, TX 75028 9J,% v••\GENSF SERIES 420 SGD REINFORCED WITHOUT ADAPTER p *= 96" x 9IOFRAMEINSTALLATION DETAILS: A 0 • TAT OF DRAWN -C NO O• OR1 F• \ V.L. OB-02249 s/ ASCALENTSDATE10/30/13 SHEET6 DF 1D//'III IIItt1\\` 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX SHIM SPACE 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION — DATE . APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. B REVISED INSTALLATION DETAILS 08/03/15 R L 1 3/8" MIN MAX. EMBEDMENT SHIMSPACE 10 WOOD ISCREWS INTERIOR 1/2" MIN EXTERIOR INTERIOR EDGE DISTANCE f Fl 11 r SILL TO BE SET INABEDOF10 1 APPROVED SEALANT EWOS MIN. VENT LVuG VIJIAIVI,L 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 EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WI OOOLAKESID ASDPDOOYRY LLC FLOWER MOUND, TX 75028 J\5 R i I Ll0 v••GENSF S% 0 5 *` SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" 9TFLANGEINSTALLATION DETAILSL TAT OF ip'• ''Z0 R IQO• DRAWN V. LE DWG No. 08 REV B 5 NTS DATE 10/30/13 SHEET79OF 10 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT 3/4" MII EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS i /A" ueV REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. 0 REVISED INSTALLATION DETAILS 08/03/15 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED- 1012312015 LLCMIWI9oo0WKEs 11kDDPDOORARKWAY FLOWER MOUND, TX 75028 S LIo/,11 i9st;ENs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 8126 = 961, x 961. FLANGE INSTALLATION DETAILS TATE OF 110, REV O• DRAWN V.L. DWG 08-02249 B j ss/ A sCALE NTS IDITE 10/30/13 5HEET8 OF 10 o111111%\\V\\ REVISIONS 2 1/2" MIN. — _ REV DESCRIPTION" _ DATE- - APPROVED EDGE DISTANCE I A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B 1 REVISED INSTALLATION DETAILS 05/03/15 R L. a • 1 1/4" MIN CONCRETE/ n E EMBEDMENT 1 1/4" MIN. MASONRY I EMBEDMENT BY OTHERS 1/4MAX. SHIM SPACE OZTIONALBUCK I T 1/4" MAX SHIM SPACE PROPERLLY 0 2 N. • . INTERIOR SECURED MIN. EDGE SEE NOTE 3 SHEET 1 DISTANCE , 3/ 16" TAPCON •v j 3/ 16" TAPCON v • CONCRETE/ MASONRY El EXTERIORINTERIORBY OTHERS a SILL TO BE SET IN A BED OF EXTERIOR APPROVED SEALANT 3/ 16" TAPCON JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES n r 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a, 1 1/4" MIN. NOT SHOWN FOR CLARITY a• . EMBEDMENT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE a - • " DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. SIGNED. 1012312015 EDGE DISTANCE CROSSVERTICAL MIWINDOWSLLC1RIIl1dCONCRETTE/M SORYINSTALLATIO 00 LAKESIDED PARKWAY 5 FLOWER MOUND, TX 75028 v •GENSF•9ir SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,6 *= 96" x 96" FLANGE INSTALLATION DETAILS; STATE OF DRAWN owc No. REV ii/.tA S jQLpR10•G• 08 B 7,/ pNA11 N\\`` GALE NTS DATE 10 30/13 SHHET99OF 10 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE II II INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R L 1 5/8" MIN. EDGE DIST. TRIM 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE I BY OTHERS IX BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 1 F-1 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN EDGE DISTANCE METAL STRUCTURE 3/4" MIN BY OTHERS EDGE DISTANCE INTERIOR TRIM TRIM 1 3/8" MIN EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD 1 SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCIVWOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WIND1900oWS LLCDOORPARKWAYLAKESIDD FLOWER MOUND, TX 75028 GENS 9J,% v SERIES 420 SGD REINFORCED WITHOUT ADAPTER 5 *= NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96" x 96" E NOT SHOWN FOR CLARITY NAILFIN & HOOK INSTALLATION DETAILS o TAT OF PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN owc NO. REv L,2 i'Fs ;°C OR Mlt •O\\\ DESIGNED IN ACCORDANCE WITH ASTM E2E 08 240 B50SCALENTSDATE10/30/13 OF 10 ONA 110\11' i' Florida Building Code Online Page 1 of 6 lu..r L r..r'4's%irr'GES.i '" ''T+''•"" < - BCIS Home Lop In User Registration Hot Topics j Submit surcharge Stats & Facts t Publications FBC Staff i BCIS Site Map Links Search I rlQR 3 p: R Product Approval jp USER. Public User Product Approval Menu > Produtt or Apohcation Search > Application List > Application Detail FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived L 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 I Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler 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 F ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect I FL15279 R4 Eouiv 20150319 - FBC - DASMA 108 eauiv.odf I FL15279 R4 Eouiv 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page = 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GRISP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 dl Page l/80 b 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 oroof of inspection Ddf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Rev12.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.pdf FL15279 R4 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-Rev01.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDI . 381, interior skin 27 ga. min.) Single Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 30, WINDCODE@ W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection. Ddf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 104175-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1- 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof ofinspection. pdf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 Il 101820-Rev13.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 I1 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104168-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE® W3 Garage Door 48B,55S,4RST,6RST,4RSF,6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Revl2:pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 i 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of ins2ection.2dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101652-B-Rev11.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: 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR21_P, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEO 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 inspgction. df i Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103969-B-Rev02.Ddf wmdborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-11`371: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201,8203 Limits'of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wmdborne debris regions. The product without glazing DOES comply with the impact resistant requirement for wmdborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions fL15279 R4 11 10418 -R vOl.r)df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE(D W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wmdborne debris regions. The product without glazing DOES comply with the impact resistant requirement for wmdborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.Ddf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104456-Rev0l.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F151: 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, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, El ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wmdborne debris regions. 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wmdborne debris regions. Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-5-Revl6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE& W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.Ddf FL1$27_0R4 C CAC W4 Listing Intertek.pd Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 103486-5-RevModf 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=wGEVXQwtDgv3yV VKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DS1E-11`171:4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 56G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-11`479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 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 ofinsoection.pdf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-B-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoection.pdf FL15279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-5-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspechon.iA FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103046-Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-Re.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\vtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the Impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; r,dgerookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listino 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 FL15279 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-21F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of Inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek,ndf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101711-B-Rev15.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page = 0 Back Next 0 40 Page l/80 42 Contact Us — 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824 The State of Florida is an AA/EEO employer. Coovridht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M of] R .. kd M i Credt Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgv3yVVKJZI QR... 9/7/2017 aiISOAQ IUfS[' MISS PAEQ CIS SmRS R®ELS DS GA 25 GA ra STRAY GMT. GDSSV, T1LLEWr 057 QS$V ERI[S ARTISTRY' ARls Nf f Elm MISS nrr vas m Iyirr-:a s I i•rRT; C MRTOSeDlT2 snD (>Q TLiTprPl EO IpIa1Y} A SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2"z16'. IMPACT RESISTANT GLAZING S 21-5/6'.14-1/6'. im"'_WV T ELATE EESa IPTMN 107 ADDED EXTENDED MOCKS, COMPNED aDPAY, HOLMES, AND IDEAL log ADDED 1 4211, 48& ISM ADS ADDED 'I4r I ADDED 'cw6ADE HOUSE EMOSS DDORL 1 UPDATED MODEL TABLE. RVASFD WAND SPEID TALE FOR MM-10 j TO r WL am SOD ATOam TO DOORWIN 'RIM PATENTED TOO-L-IDC SI M TOP. SOMOM • MIDI. WNR 'C" ..., I niwi ow war m I Imi Cil 101 ED imi wia P¢TpI ti Mo• a Im I I w_ k,— SHIP LAP JOINTS.- wTo 7x rl DD" vwRn — A vTOMOUTSIDEDa roLaRo[ IxrMD tsRCM R51R COCA SOOT ASW SHORT IN9D-PNEL S OWL IMRIOE HORSE SHORT " '"" SI ALSO APPFRAED. Ni/4' SHEETfaEW! 1 4'd 4' SFIrSQIE1! S urea Rwm R My t• vc t• SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. IN DESIGN ENONED! MARK WESTMFIE D. P.E. FUORIDA P.E. 148495. 4C P.E. 123832. TEXAS PJL L%1513 --- 1 / DENSITY POLYSTYRENE FOAM INSULATION 1-5/16' THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 GA MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. TRe CCOR RQa a M Raa InDE RaR M A M IIYCIlL1MwR .K w®M ILIDt QC. MDwOA wALEw COG[ 4 M MRROMMODRSL nALnw COG[ p1Ao A ALV-Rn M x ICIIAMAR WROTH O DnEo IEIMDwL L DDwR IPA r a RRSAI w MLEDMIME oD mIRL ]I AM EoOI wa1C ALw Q 1a11M w AOCwUVR ERm IISARYI IOL fl[-w C OSDMAIW N' A OMISD 0061 rwro>JIYa ra wYDI SLTDNTE WIN rm aWEP R IRS O IN fa fAl®1 S.C LLS LC M.0 S ArALI TR TOR Q v v v s SECTION A -A (SIDE VIEML 3' TALL 20 GA GALV. STEEL MIN. YEID STRENGTH: 50 KSI 2• THICKI 3' r T 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14z5/8 SHEET METAL CREWS. 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /14.5/0' SHEET METAL SCREWS AND (4) 1/4'.3/4" SELF TAPPING SCREWS. SEE VIEW 'B'. 3" TALL . 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION)), ET/C.). //EACH U-BAR ATTACHED PWITHER STILEIL'4'.,3 N. SELF TAPPING SCREWS 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /14.5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION t VINYL WEATHERSTRIP. DESIGN LOADS' +24.0 PSF k -24.5 PSF TEST LOADS: +35.0 PSF & -37.0 PSF Clopay PC: PAN-2F153 RATE, D MTIRO NAL ®E ST2U 16' z 1/ 3/97 DEsc""'T""' AND CH STEEL CLASSICANDCHRPSTEEL PAN Building Products 6565 DUKE DLVD. MASON, OH 45040 IY' JAC DOUBLE -CAR, WIN +24/-24.5 PSF COnI an 513) 770-4600 TwAVDc NRwEa vETA aq, W AR wW,w RweP4. n MWW B 101711 IBC PPRQVAL 15279 SARRIA Z rmsA• NAISm rAN¢ EImSS Nm1f 1a,oEls n u rx AA O.f/Af GDSS, SDSSV, DAElllrr On5 aesv IELICSAffmmr AA7S AlAV SAL 04 WM Mart 1Eii D or U-MRs w m rr r to ely MW ATAo.N.n noon aNN 11. 14 plO1EM! aN :a' COrtFri 1-in= O.G.. EPIRD. IM SUM INr E CONRAlMt (M N01 RQII®1 m A01Q S 111111WTRZWT ar m EYS• S IOI1N1N0 $"AM 1IDRxartK JrNN3 W Nm 01 ldO. r 12'4' m myrDIv ya•p• tp, µppR NOL15 aN W Wnt. PAW " w Caatm uv D MA1106 NRIIOm RM RFEVE M1C11016 In'd TA lOE11. OalOn (xAW r11 Y11 DDERTEI DA N' v 0. morn (0-40 •A L 1. 00. r W NDIIIED NIIN TAIODIVSAIIOIDMWTECaATF76VMI (M IIDf RLICEIIC V 10 NO.R A RLMMum" NOFACC 110ROrtK 1Vm Do Naf 1MIiff711 LW. REFER m DEAN 1DS-I81. A UCENM DOWN r11O13901VL Wi ALSO E oNV/1'm TO ArRCK KlF]NIOC rAAUNIi AVD/aN AYE OaiMNVDIO6 r4NwNR1a1 rr AUNa rr 3" IraRODIN I"0= N6ODET Cm gum L4 Ynla Pw 4me— 20 m. m wv. A END NRa SD M VLY. VM MEA SME— IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 1 O 1 71 1 -A SE ONB-B (IMPACT -RESISTANT OPTION) IMPACT-RESI G ING O ON) Tr DRav1 Dmomm et— NMTP 1ff t 1NN we uK sNv-N Em1r. ' DEmlD1 rwvl0 Aro rrCA04 DaauvAs nort rloDt. ECDIL lN/11r INEO1 Am NO1 MD IrN4 W-p N ww= N/V1101QIONIr0. T1111EIER IINIFD A fIMIF NIIN 4' M I/N IEO IIaK tOlR i ar aa STANDARD ASSEMBLY DETALS DRAWING 10171 1 -13 SECTION B-B (NON -IMPACT RESISTANT GLAZING CIEDONI rEEDH1 MAX WrrH UV CWM ON armE SURAEL 1' 1N 1I(Wm TNT rN RWR 0 1411NIONa TNN J Sallf I1NYE OIAa10 11aDW Irm UR EYAMM /9a1/ 4• M HW SO" STANDARD ASSEMBLY CONSTRUCTION: arHOrNL 55L f9 a1 1 ACTAl1C U o AVMur C, mi1 ACN'M11C 6 A000 m Or10I p1 /rIc WAHND•ID OCI BASIC M AOONNW4Z N1111 NC210 rNCWE DEON1E DDON AMEM N6VIlID N REWW NE or1EtazcnoNEmOORLONNm11NOEM! KDRAID\ NNWW COE EL ITHE W CT MD010CPEM M MELT DE NN'ACf FlEr. AM E0110 FW rd1 NNpN01NE OOIDS EOIOrn Er. awnu 1N rIC/Me) SHEET 2 OF 2 ESO1y1TV1 IS — SEE NN610N INSIORf ON S1EEr ONE i w SGIEII 11 1 NIVOQT. \ EN DA OW WM 0" rAlID01 7 1r LD. ` NND[ ro SRD 4I / 1Mn• fEII R9MIRf1) IQE EX rA110m m 1N1a1 NIVOER 11 G NILV. NOUDr NNOL UO1 IME iV. 1EDtD m flD !RE! INEX (O 1/ 4• oti NIKIl Y ID NIL Ad SRII Nola N11X E lalam®11 m T s1maNTDNR LCd 1EE OEs10x ai 11E SurrONNO Al11lC1OV1 DEIFNR AWL E THE R TE INOrE... OF NEWIO rON DE MIDA OR STNCIVE AND N ACCOINIVN.L NIIN QANdf WNDM Mn m m IAW IERD ON m 01vANA. TDIODA r.E IC . E /x3 vm E. I 2 elopay Building Products MASON,, OH 55DUKE Mrmmnnnv (513) 770-48M MM TRICK CONFIG MTION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. r EALL Wan AND LWO ES DA Orly. AEL MD NGQT. Il(R TOP DOUBLE HOT FMI ASIUEDW= AWN WM DOU6LE HORIZONTAL efir.l NooO Vn NaEIR TRACK FFFDOUBLE TRACKLOW HFJUMDOU OPII(Yl E Y rxv. Sim 1MOG ffs l• NKTRICKTNwEaDNrpM ] 1/2%12 Q. MV. Rm D1KT NVDW. bai (4) l MVZKM PM SOL r 11WI ALAIE AS DODIn owl r nu Sm I I E isa vn s'"11. rK x( IDxf viol aUOc 1 8 WIL r011 WM Ova 1• I2'- 0• Hai. TVAK OaNCaETCN A wr EXCM MODMN SPAM r10VE)M CONNLTPCTM IOI ICIE DUAL i NW. YI/!• 1 DESIGN LOADS: + 24.0 PSF R -24.5 PSF TEST LOADS: + 36.0 PSF k -37.0 PSF W 4 1 16'0-W 11 16'0'H 1/3/ 97CLASSIC AND CH RP STEEL PAN ry• JAC DOUBLE - CAR. 16'W +24/-24.5 PSF DNAV06 MKKX- VE1A E Nn MWW B 101711 IBC Florida Building Code Online Page 1 of 3 t a+g `•a, .a?fix; -.i*•.- s_ `?art /,, 1 , y -;;' -! Alt,_ L„-r++.i • • , 1 Q ' tom„ r .'r ,.. Jsr i j• - `a4 r4n. •• _ hr- ilwri iYili Yi Y iiFTiwii ii BCIS Home I Log In User Registration j Hot Topics ! Submit Surcharge I Stats & Facts i Publications I FBC Staff BCIS Site Map I Links Search j Florida 9 Product Approval k + USER: Public Useraolll, -Z- r iriMsa. Product Approval Menu > Product or Application Search > Application List > Application Detail rt,r j FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved LK MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # 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 FL17499 R1 C CAC MI Windows - 185 SH (Fin) Imoact 2).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 3).DdfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 2).pdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 5 . df Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 06-02544A.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 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).DdfImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).DdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).DdfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 06-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 4 dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impart 5) Design Pressure: +55/-55 Done.odf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Imoact 3).DdfbeddedinPecora896sealant. 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.odf 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 P.1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Finj 12).DdfDesignPressure: +60/-60 Other: R-PG60 FL17499 RI C CAC MI Windows - 185 SH (Flange) 1( 0).Ddf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 A 13 _ pdf Created by Independent Third Party: Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQvADgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13363)E1729.01-109-47-R0 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) 13).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) 14).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60* 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 Triple SH 11102 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Triple Fin) 3).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple Finl 4).DdfDesignPressure: +50/-50 Other: R-PG50* FL17499 R1 C CAC MI Windows - 185 SH Triple Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Triple Flange) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf Created by Independent Third Party: Yes 17499.7 185 Twin SH 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin Fin) 3).0fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin Fin) j 4 ,QdDesignPressure: +45/-45 Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin Flanoe) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin Flange) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.Ddf Created by Independent Third Party: Yes Back Ne:t Contact Us .. 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824 The State of Flonda is an AkEEO 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-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487 1395. -Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: im :=Mc1 M Cradi: Card Safe http://NA ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,AtDgtCUGgvjQiz6BP... 9/7/2017 JV IE`_: T-iF RODIIICJ SH,;tVtJ HERFI'J IS CFSIGNEEJ AND L'ANJFACTURFD TO C'O,II 1Y WITP FEc_U'FEMEN'S 0- IFL ILO^'.I'=A NJILDIN, CODE INCLUD,`1G IHE I%4-Z Or;C FRAYIN6 AN" MA DNR• C'PFNING TO ITC DESIGNED AND ANCHORED TO PROPERLY T?AN``FER All L04DS TO S-=UCTURE FRAMING AND MA'-,Or,PY OPENING IS THE RESPCN';BlLll• OF IHL ARCH'ILC.J OR LN(31I=LR OF RLCORC 3 'X RUCs! ;IVFR ly C: IJIJAI. 4 ',, qE SHIM ^.,? R11CK THICKN=SS IS IFSS THAT: 1-1/2" IhINDOW OWTS MIDST RF Arl;,I'UI?F_D II °;CJGII IIIL I-PAI/L IN A-'XCRC,uJCE WITH MANLIFACTURER'S PIJU'_ISIILD R',TA•LIATIr)rI Ia FI,p"IS,"; ;,N u0F5 SHA_' BF SECIJP,EIY FASTEHFD DIRECTLY INTO IAAS,ONR` CON;'FL lE OP 011-LP S.RUC`URAL SUDS RAIL MAILRIAL 5 V:HLJ%- V;OGD UUCK IIIICKrk;S IS 1-1: uR GREAIL', LUCK SIIAU_ 3E SLCURLLY f ASILNLD 10 MA SON'?Y, CCN;;PLIE C., C1T-I-[? SII?UCIURAL SUBSTRATE, WINDOW UNI1S MAY RF Ar,CH0RFD THRC)UI,H .-PAVE TO SFCJFFF, :VCR:D Rl CK IN A:,CURDAN,: WITH fAA IUI A:IIJ'-?L4'b 'UUL'SHL'J INSIALLAI ON I'JSfI1 LICllii `IS 6 WIILR' 1; LUCK IS N01 USLJ DIS',IIAI_AR 4,'A'L•<IA_5 MIST BE SLPARATL'"J WI11 APr'RO'•/LU i r;Ai Ki, OR 17EM,aRANE ",=l_=CTIC?N OF CoTING OR ME': RRA'E 'S THE EES- ON S'F;t I`, OF T, iE ARCHIIL^T GR LN,GINLLR U= RECnR " BIJCkS SHAD F:T',D 9FYCVD JvrJU:)VG NTFRb) FpCC `'; T".AT F'J;_ FRAME SUPPORT r. PF YYIDED" 5 FC,R F N IN ;T",_L,T'.)rl SII M AS NEEDED FOR FRAME 1145TA_ A -ION S,1141 A'., REOUIRE AT FACII AN-.`.'-1GR [,,rA'RjN WITH LOAD DARING SHIM SLIP? WHERE SPAS,E OF 1/16" OR CATS R vCCLF. M,,XIMUM AI_(,,WARI E SF-IH S-ACK TO BF 1 /4" 2 SFI%M SHALL_ RE I:JCATF;), APF'IJF ANC, MADE FRC-t/ MATERIAL-S 4J['-H,CKNESS CA.PAR' F I SLSIAINdJC, APP-j,;Ap:.F '-(',ADS 10 V.IHF) F,l,-,ATIr 1N FACT;,R Cd= 1.P WAS •JSF7 -CAR 1.1,100L A",--H(-R CA'-ClI1"ATR)NS I FRAM- A'ATE:ZIAL EXTP,JDED RIG 0, F'•:C. 2 U'JTS I,i U'f JE GLAZED PER ASTId L1300-0 iw9, SEE SliECI 14 FOR GLASS; CETAIL= 13 Ar-RO4'CD .MPAC P-lUf EC,TI'tE SYSTEM IS NCT IEOI)IRCD FOR THIS PROD.,C,T IN WING ppr, r:L DEBF.IS REG'ONS. 14 FOR ANCHOPIN' I -'ROUGH --IN INIC WOTD '-PAIR-N;, OR 2X ±UCK USE t8 INC-OD SCREWS WITH ' SL.FFICIFNT LENGTH `0, A;;HFVC A 1 '.14' MINIIMUM EMPEOMENT NTO SUELJRA-E. LCuAIC ANCHORS AS SHOWk IN LI_CV4'ICNS A'JU INSfAI_L.:'CN :DETAILS I RLv I OEscrnnON I rr,E I a','=ccn I P,EYISED AIJ-MCIR, SPACINC. & CHARTS 1 07/ 11; 20161 R L 15" FOR ANCHORIAC, THROUGH FRAME IFITO 'KOC-D FRALAV,CC Or 2X BUCK .IS. r1O VAX-,, SCRENS' NIT- SU--FICIEN- _=1JGTH -0 A HIFVE A I t/t" MI'•iIfAWJ EM9EDLIENT ,NTO SIJLISTRAIL. LJCATL ANCHORS AS 51101, N IN AND INS-,ALEAPON DLiAILci 16 FOR ANC:HU^<I'JG 1IIH000H F-PAML NTU MA',,0NRY/C0N`,RE--[ USE 3/'6' IAr'CON's W11H ICFICILNF LENGTII TU /c:HIE,iE A 1 1/4" MIN'M•UM EVBEDMLtJF INTO `1UUSTRATE WITH 2 1 / 2" 1•fi1JIMUM EDGE DISTANCE LOCATE A',CHCRS AS SPO'NN ,'J ELLVrT ONS A,t.n INSIALLAIION CEIAILS" 17 FOR THROL,C,H FRAME '1P0 MCTA.L STRUCTJRL" USE #10 SOS 01,' SELF JRILLI` IG S(.:EW'S W,Trl SUFFI,-JENT LCNC;TH TO ',CI I)EVE 3 T'iRCAJS VIN11.10,' SIRUCTURE IrCERICIH WALL LOCAIE ANCIIORS AS SPOY;N IN ELLVATIGNIS AND IIJSTA_LAIR.N I: AI L FASTENFES TO BE CORROSION RESISTA4T" 19 INSIAIU-1f101J ANCHORS SHALL BE INSTALLED IN ACLU?DAI;CE WITP ANCHOR MAt, IUF,A21URER'; WSlAHATIOY INS'IF'JC CONS AND ANC;101; SHAl NOI 01_ IDS:_,; IN FUR';TRATF S WITH STRENGTHS I FSS THAN THE MINIL?UM STRENGTH SPFC FIFD 9F--OW A. WOOD MPJ'IJHM SoLCJFIC Rvvil,( Of C-0.42 F CONCRETE' MINIMUM COMPRISSIVF STRENGIH L. 2,00(1 PSI. C. MAS0141; 1. .`I0-LCW, 1II JI) 9LOCK PEA ASfM CJ90 P;IL,' I'm-2,000PS'I MIIJ,I,J;;M D MF' AL STRUCTIIPC STEEL 13GA ( 048") FY-33KS1; - U-52KS' CR A!lU%, 1'4'JM 6063-T5 FU=30K51 .9-18" -HICK MI10,1_1A SIGNED: 0711212016 VI WINDOWS AND DOCK 11111IJ1i 650 WEST MARKET SIREEI GRATZ, PA s R L0 9i GENs TABLE0- 17030-0370 r S i SHLLI NO ; LE-CCI"11uN SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 'h NCFL 52" X84" NON -IMPACT NOTES A•• tAT OF I ELL'•/ Af ON, rHar.N Crl' Nn. RFv F P • i/C.•.fORIO.• 5 - 1 3 ; INSTALLA.TIO^. DETAI' S N. OS `02546 A sS pNA 14 ' '_OWPONFfJ S 0• r NTS 12/ 09/14 1 0F 14 11E11G 52' MAX F,,ME '.:'I rii II M•f '---`{- Id,tXE? C i., MAX IA:•.; i 0 fr?G1, I ':AM L f -';Hr 1 - 52" MAX =NAMF 1.110-H 2MAX MAX43 C c MAX IA 4X FN44 HEIGFJT 4 2' 1=1I__ I 185 ALUMINUM_ SINGLE HUNG WINDOW_ 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART d I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #I FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING i60. OPSF I NONE TES I MAX16AUM Si:`_H SI7_T_ 51" ,>: J,o' 2 ', i4X1ML M SASH D I. 0. 41 /5" X 32 1/2" i 4i4.k!MLA" PED 0 L 0 - 49 t HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS Rk\t` I."lfli r DESCFOMK - j GrE ,tn.-- O\'ED I P^ r13ED ANCHOP. SPACING k CHARTS 107/I If?() 6 RL CHART #1 UNITS INSTALLED WITHOUT FILLERS Number o1 anchor locations required Fr" Rem. Width it.) a Fklght 11n) 1600 Head Jamb 24.00 Head Jamb 30.00 Neal Jamb 36.00 Head Jamb 42.00 Head Jamb 4400 Heed Jamb 5200 Nesd Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30 00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5400 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 7200 2 6 3 6 3 6 3 6 4 6 4 6 4 6 7800 2 6 3 6 3 6 3 6 4 6 4 6 5 6 64.00 2 6 3 6 3 6 3 6 4 6 4 7 5 7 MI WINDOWS AND DOORS 650 `NEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE L FINLESS ELEVATIONS DRAVIN L. h' M7 N.G. 08-02546 7Z NTS D` 12/09/14 " "2 OF 14 SIGNED: 0711212016 52" 1.1 AX -IiAmr Y11f)TH ----- 52" MAX FRAME WIDTH --- RR' nFS: ri. Tklti LI1E nF°0\TD 2' fni, -- 1_ 16 MAX 2" MAX 2 MAX - 16" MAX I 2" MAX P. R'c:15F: ,:NCHOR SFAGIH6 h CHARTS 0'/li;"1U"6 RLI- 1G' MAX , O i I.+AX O CHART #2 UNITS INSTALLED WITH FILLERS 1lc Number of anchor locations requlred J 1j4-' jI 7 Frame Frame Width (In) FNlpht(in) 16.00 24,00 30.00 3600 42.00 46.00 5200 MAX Head Jamb Head Jamb Heatl Jamb Head Jamb Head Jamb Heed Jamb Head Jamb 4AMF 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 LIL,Ii ILIGF+' i 30.00 2 3 3 3 3 J 3 3 4 3 4 3 4 3 1 36.00 1200 2 3 3 3 3 3 3 3 4 3 4 3 4 3 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 S T 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 lul 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 I j Y Y fi6.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 7/00 2 6 3 6 3 6 3 8 4 8 4 6 4 6 4 00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 f I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 460.0PSF NONE I MAYIMUM SASH SI?[ C,I" X SS' 2 Ms,XIMI,M SA`;H DLO Al -,/8' X 32 1/2" 3 giAX11,Al;IA : °CU ') L Cl -? , r4, ), 4 " HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END BLOCK AND TACKLE BALANCE ATIAMBS SIGNED: 0711212016 ANDMIWINDOWSINDONlWESTLro MARKETSDOORSrREEI\\`ft.. GRATZ, PA 17030-0370 ter •GENS*.'9U,% it• p,.6 5 * = SERIES185ALUMINUMSINGLLHUNGWINDOW5X84" NON —IMPACT FLANGE tc FINLESS ELEVATIONS AT OF 0 A, N. G. 08-02546 A//S'S 10 Z////111 ( 1I1I\\\\\\ u 'INTSn"-' 12/09/14 ""I'3 OF 14 Fosc"A ` I--- 52 MAX F-R VE 'Wlfi-ll -- MAX FRAME 4VDTH --- REY FiF,.CfICi:Ok E:FTF 2' MAX I- - 0" - 2" MAX 2" MAX L: • - 2 MAX RFFFV`10, ANCI-OR SPACIFC k CI IAR-S 07/ 11. 2015 R I MAX 0" 1 MAX O C I Lam-_-•_-- ---_--_—_ ----___-- _ --' — _ 2" _1JFfy-i Jii• 1 I YAX O I' 10" MAX I I 0 CHART #3 I Number of anchor locations required I i I Rome Wiidth(in) 94" Rome 800 24.00 30.00 36.00 42,00 4800 52.00 Height(In) MAX H&Smb Ht5 Jamb HdS Jamb HBS Jamb HdS Jamb HdS Jamb HdS Jamb Ii./'V[ 2J.00 3 3 3 3 4 3 5 3 5 3 6 3 B 3 IF IGH? I-IFlG-IT / 3000 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 r 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 00 3 6 3 B 4 6 5 6 5 6 6 6 6 6 6060.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 1 6600 3 8 3 8 4 8 5 8 5 B 6 8 6 8 7200 3 8 3 8 4 8 5 8 5 6 6 8 6 8 78.00 3 9 3 9 4 9 5 9 5 9 8 9 8 9 64 00 3 9 3 9 4 9 5 9 5 9 6 9 6 9 4 I-r— _•— r_•__ •_ --__ _ram• —•— . 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTLS' 1 Mk),I. L!M •'SASli ',IZL ,i1' ;l 56' 2. `,I-XML'M Sk.11 _ _0. 47 Sj8" r 32 1/2 3 MAXWUM I IXLD L)_L 0 4L1 1 /4' t 31" HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL 2) BLOCK AND TACKLE BALANCE ATIAMBS SIGNED: 0711212016 M650 INDOINMARKETRELTS JD SUOORSWEST) LI q'// GRATZ, PA 17030-0370 V GEN`SE••rP/ 0 5 * SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT 91 FIN ELEVATION O•e } AT OF c[ORI'• \'' DR='YIJ Vn: M) RFr 08 A 025460F 14N• IJTS n`'F 12/09/14 I i 2" 4114 FU(-,F-)IS-A'JCF WOOD `PA'tii Lv _ OR 2e HJCI: Lh UTHL"S 1 1;4" f.11N 1 E!,{FFC•SiENT BA.CicR ROD fAAs; f-; Jf.: All ROVEIT fiI I 4" 5L ,,^.N T r I 511R.{ SPACL EXTERIOR UAUv=F -:!)D AP^fCPv FL' 01 2X PJCK By OTHER"S INTERIOR 54 TO BE 5 T IN ULD 01 1/4" MAX SHIM :FACE 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 BYOT14ERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 METAL STPUCTURF D` OTIiERS APPRu;L_` SEAL AP T EXTERIOR BACY.EK ROD APPROVED EAl1d:- METAL STRUCTURE BY OTHERS FE\^i:815 ' REY DFSCf PT•011 CIATE ii 4' +;11 P, F, RlNl Ff) A14'.PJR SPACINC k ,HAfii i I "7,%11 :7016 P I EDGE DIS ANCL 1 1 1/4" MIN 1/4' MAx EMBLDM=NT SHIM SPACE 1,14" MAX I MIN j INTERIOR DrsTArl: r SlAS OR yy I li SEL= DMLLING INOOD FRAMING ' II SCREW OR 2X DOCK EXTERIOR i BY OTHERS BACKER ROC ez AF-'ROV-D Sr Al Ali - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATIONII n,II -;'` rl- -- - 1/4" MAX INTERIOR SHIM SFAC r, h_ ._ 111111 10 s;L , _ -- INTERIORSFLFORII_IINGP! SGI?U&S \ SII TO PE :,FT \ 11•, i , J— _-- -- -- _ CI A Of JI LJ>E — APPP.OT;FD CI TFJJ — STRUCTURAI EXTERIOR SLALANT META' - STRUCTURE - Bl:KLR ROD 1/4" MAX UY OTl<=R', y APPROVED 5111M SPACE gEALAN- JAMB INSTALLATION DETAIL VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650rIWDO IESTL//// MARKANDET SDOORS GRA1Z, PA 17030-0370 TREET\\`J\St1Vt . r••\GENSF'9J+ pT 6 t= r/(14 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS STATE OF ; tV N.G. 08-02546 A ALDi1111110\\\ r .0 NTS DAR 12/09/14 snI15 OF 14 2 1/2" kl,N C 0 1 E/MW By 07HERS r'V11()rJAl lw RIJ(,K I I'll-l" MIN E 14C,`!ES 3 - 7 EMBLDME N I SlILLF 1 1 /4 MA)( 3ACKI-0, PPPO,FD SLIM SPACE N1Hi ImE,Ltrll SACKER PO') APPROVED SLAL4.'jl OPTIONAL IX S: I NOTE 3 7 HEET I Hy cl"AFRS TADCON ter- iu EXTERIOR INTERIOR ItW'_ w S'l L TO DE SET IN A 9ED 0 APP ' OVLD STRUCTURAL A LA r JT 1 /4" MAX S 4 ki S PAr'E 4 4 VERTICAL CROSS SECTION CONCIIETEIMASONRY INSTALLATION USMIM ON I f,FTE RrVIFFE ANCHOR SPACING & ChARTS r,7/11/2r 16 R I 1 114" MIN EMPEUMENII CONC?ETE/MACONFZY MAX S14 SPACE XPER 311r," TA CO-N INTERIOR WIN EDC-v DISTANCE EXTERIOR BACKER ROD APPROVED or-TioNAL 1,< BACK S EALL NT SEL NOILS-13 -- HFET I 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 SIGNED: 0711212016 WINDOWMARKETS AND DOORSM650 S 'R. LoWIESTSIRELT GRATZ, PA 17030-0370 r f\ 40SERIES185ALUMINUMSINGLEHUNGWINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS ATi"OnF. o MOQAVN11vT:)i; N. G. 08-02546 A ONAL 1 ///j/11111100 V.11 I 14TS 1"r 12/09/14 1511LIT 6 OF 14 rIGID 1 ILLLR EXTERIOR 1/2" MIN FCGF DISC :'Jt:F Vr0OD OR HUCK, , LiY OTHERS n 1 1/4" MIN 11 Fra Frt,.+rNr II'IV,/ 1_ANI i r \ SHIM SPA'--, I I 11 INTERIOR J, ylljlt`` i/4" MIN LL't_L DISTANCE METAL-\ STR,,CiVf,L \ G> OTHERS `'u N 1/4" MAX r S I I I M SUACL APPRO"10 - ANT PIGID FILLER 10 SMS OR ELP DR:LLING CRLrY 1' IIINTERIOR EXTERIOR 11E 1 I SILL -rr FE 'SL'_ ly A LLD 01 APPFOU=D fr STR ORAL N.LK-F, ROD SLA_, `'J rc AF^FOVFI;% MAn, BACY,EK ROD S^IM SOACL 8' APPROVED WOOD RA%IWC uR X BUCK BY GThErS META STRUCTUR 13Y OTHER VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION i SIJ TO 4F SIFT IN A DED Of' I.PPROVE-1 STrUCTU A,_ 1/4" MAX SHIM SPACE RCS' [KSC I:nT,ON I (:f iF zvv."GrT_(• A RFVI FP AI+CI,JR 3F'AGINP h':I+ARTi GT/11i"1015 RI 1 1/4" 6'IN 1/4' MAX EMSEDU_NT c IF EPAIA I.- ___ 2 i INTERIORMIN ED`,;E 1 _ _-- -_---_ _--- V:ciOC FR4l.UNG f • OR zx L1,_GK EXTERIOR Be OTHERS AFP ROC kFPf:Jb'ED ILL` It S_AI_AW f JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MEIAL 1 /,1" v,%x S,HLI,^-TIJRE 61M SoACC He OTHERS 10 sr,Js OI? INTERIOR SFLF DRILL lrw, SC1+EYv`; MIN EDGE 1 , J1 --- t I51ANi' _ l y------------ EXTERIOR1 RIGID '- Dt;KLR ROD TILLER k APPROVED SEA, -AN - JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MIWINDOWS WEST MARKET SFREFI EN, GRATZ, PA 17030-0570 r .%C % p i` t• 0„6Q5 k SERIES185ALUMINUMSINGLEHUNGWINDOW52° X84' NON -IMPACT a FLANGE INSTALLATION DETAILS WITH FILLEc RS TA T OF pO•• . 14,` N" OB A OIIIA111? G`\\ c0257GOF 14 N" TS °"12/09/14 r .. J_. 21 /2" MIN YEOC 01 TAN ;E CONCRLIV BY ^.HERS ' n OI'TIONA.'_ 1 k FUCK -- ° „ 1 / 4" MIN SEE NC!IES 3 — 7 — _ '_ _-_--- EVeEIAIENI 04,ICKI (i HOD —------ SHIM SPACE h !11'^FOIFD FICIJ — FILL,. , j \ 3; 16" TA'CON II it x _ 1 EXTERIOR i INTERIOR S9l TO BE SET IN A BED Or BACKF4 POO A`P,(NtAj 3 A'PFOVED STRl1CTl1RAl_ SEALANT C FTIOIJA'_ I X RUCK SEE 3 7 I. -. /A . P" mtx f:OfE - ktHLE; 1 IfSHIM SPACE CONCRE G VERTICAL__ CROSS_SECTION CONCRETEIMASONRY INSTALLATION 1 1/4° mIN _ — I EMBEC ILN1 COP. 4ETE; M:150f.FY -- U1 OTHERS It - ---- - I I I REYS VII: nESCriFno9 r.sE v Rar..Tn P. f .+I;CO ANCII.OR SPACING h CNARi> ;77/11j2015 P l -- UPHONAL 1X EJCK SHLE1 1 3/ 16" -APCON ; I 1/ 1\ s SIP,' ,,,' ACE 1I I INTERIOR 1 \ < 11 I I 1! J" 1 < MIN DISTA: JCE I RI+; IU I- ILLER EXTERIOR F,'• C,ER ROD c. APPROVED SEA_ AN-. 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 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITH FILLER I: R/nVN in'l; FO RIV N. G. 08-02546 A C` NTS 1 '4"- 12/09/14 '14-f18 OF 14 SIGNED: 0711212016 R I I L/ 0 % ST, A(T E OF i0•. k AI iss10MIE?G`\ C'01) FRAV,N1 , - LI) OTI,LR6 HACi;r_R R'JI1 y l.' APPF. vED Sv1_AN r ED,E DISTANCE 1:4" MAY IIM SP,A', [ META'— STRUCTURF UY 'J1H[Rti APPROVG? SEALANT 4' lrllhl LDG_ DISIANCE 1/4" MAX. r SHIM SPACL k1Ci WOOL' SCf+_•!: I \ j! 10 SMS OR EXTERIOR SEL.= ORILU"f', Tr I` - L Iti INTERIOR -` 1 ILnJ: Ir` EXTERIOR INTERIOR UACKER ROU - c AF'^fROVC0 \ SEA-ArIT COD FRALPh.G C_l 2X UJ(.K BY ('If'CtS TO BE SET 1N A HLD 01 A.PDR(^VFO TRUC uRAL SLALANt 9ACI.FR 1/4" MAY, & APPROVEC I ;HIM SPACE SEALANT r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SI-L '0 PC SET 11 A 9FF) 01 APPRO` rr) STRJ! JURAL SLt _A%] 1/4" MAX SHIM SPACE aEvs nr. ' REV or,,rnf'Thtti WE qua^G•,Tf1 A REV13FD ANCHOR SPACING k CHARTS 0,j i 1 "20161 P r. INTERIOR I Mira , I FD = r / DISIANCC % Rai-''----- k,•0 WJOD EXTERIORERIOR Olt 2X LIL:,K 5Y OTHERS U CK RFR'VEEt. A' 'I SLALANI JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I//' MAX SHIM SPACE rr.rrt r 10 SMS OR INTERIOR SFI F DRII I ING CI7EVJS T Niruua I fill JJ ECGF(` DlsrAr ,E EXTERIOR METAL BACKER ROD STRUCTURE N APPROVE-) f3Y 011'LRS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 Msso+JI DOWESTM IILo J/'/ RKNDET STREETSDOORS SIR 9cpGRATZ, PA 17030-0370 ter •'\GENq 0. 6{?5 * = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS O. 8TATE OF ;` 1:•,awrr hrn;: c( ORIDP• G. 08-025460E A Sj0NAL1Ea V raTS °AI 12/09!1d 14 2" 'NCFf)GF DI;,IAIJCF- er _TREKS A I rl n y n 1 1 /4" MIN01'IIOIJF. 1'a FL GK --- 3 + EUBEDMENi SCE NOTE`: 3 - 7 I 1 /4" MAY. U''•i,Kf G I?_1C — SHIM SPACE PPROVFI) A SLAI4Ni 3 ' 1 G" TAPCON r lipI1I_ EXTERIOR C __ INTERIOR i / SILL "0 8E Sc RACKER POD1'J " BED OF AFF'ROVED A='PRCNED \ I ' it "'JCTURAL y SEALANT \ r ' I 7 cf-itANf OF'TIONA- IX Bl,'..,'Ir , MAX - • j l 1 / r_ 1 M SPA( HEET 1 VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION PEV — GFSr.DIP1ICF' _ A, RDOSFD ANCIIQR SPACING h CPARTS EFa'?EL"dLIJi j CONCRETE/MASGNR - I Orl'CRS \ 1 I r OPlIONAL 1X FJCK f SHE:r i 1• d v 3,,1 c" Jn=cOr. , 1 /3^ fdAY, f r INTERIOR iAI'J rr AST ,INCE I EXTERIOR J s:.c ER ROD P: APPROVED SLA! 41." JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION 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 ceTE pia- r tD 07/11l7015 RI- —_- SIGNED: 0711212016 MI WINDOWSAND DOORS 6,50 WEST 4 KEr S IREET J' GRATZ, PA 17030-0370 GENSF SERIES 185 ALUMINUM SINGLE HUNG W114DOW 52"NON-IMPACT 0 6 5 • #= FINLESS INSTALLATION DETAILS WITHOUT FILLER tAT OF I:v+.wr+ No Alv F•'O(ORlO?'• NU 08 OP540 A rJTS D"' I- 12/09/14 OF 14 I EDGE DI5-A'JI.F WOOD `F`. iING — OR 21 BUCK \ I UY IJ11•E125 1 i ROD 1' F,' APF,R,0 D MAX A\ ANT ; SHIM SPACE R :: L' J11 D w- 00 ILLLR ir IJ INTERIOR l—` I EXTERIOR I — F 51,1_ TO FF 'SET 91' ' IN A BCD 01 AP'RGVFD STRLICTURAL BAC<_F. .2CD SLALANI 1 /•I" MAX H-M SPACE 400D RAMd G —r OR BUCK BY OTHERS i 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 OTI4ERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 fdETA! STR[I:`TtJRF 3Y OTHERS APF`F20vL.1 SEALANT R1,31Dr - rlLl BACK= R Pr)f. k APPROVE[ SEALANT METAL STRUCTURE BY OTHERS 4" !.1lnl I I LDGL DISTANCE 7 Ffy. I I 1/4" MAX r SKIM St)A.CL 10 S1JS OP, SE!: DRiLLI`JC SCRLW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SII t TC F- SET I`I A BLU OF APPROVED STRUCTI IRA LAL*H 1/4- MAX SHIM SPACE Rf N_K41 Df>CrIPTCN PkTf A x„•,Tn RCASfC AIJ; I-uR SPA, IIJC k CM-AR-5 i J7/11/2018 P I. 1 1j4• MIN 1 /4.. I.JAX E!J3LD.+ rJT S:11M S?Ai.L 1z• ( INTERIOR MIN I / DIS1ArJCE=r— 10 wour) 5C1•Lw 10 _ 1 I EXTERIOR WOOD FRAMRJO OR 2X BUCK 12Y OTHERS DA;:KER ROD J A:PE°kOVED RIGIU EaLANT F LLERJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION STRUCTIJRE I/:• MAx Y UI•+LRS J SHIM SPACE 10 SIBS OR 2 INTERIOR SELF DRILL ING C'JEWS 111,.„ "' I/ 4" ECGE c rr DISTANCE ,a,JJ EXTERIOR T- RIND -/ - B%v:'I'LR RCD I'll LR AL APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M6soJIWDO IESTMAkKETNDIIL/0 "* SDOORS GRATZ, PA 17030-0370 S5R v •GENs q"i SERIES 185 ALUMINUM SINGLE HUNG WINDOW O,6J?5 4 =_ 52"X84" NON -IMPACT f q FINLESS INSTALLATION DETAILS WITH FILLERS TATE OF , tv1 i ss'pNAL1E0G\ N.G. 08-02546 A o• cfJTS 12/09/14 '11 0= 14 2 1/2" lAiN I'.,E 15TANCE ER S 1 /4" MIN OFITIONAl 1Y blj(,. BECIME'll N")lEs 3 1/4" MAX- IlUll, KI P, R"All SHIM SPACE FOVErPyII SLALAN RI ID - ri, 'p V, EXTERIOR Lv_INTERIOR 3/16' TAICON i I S-LL -0 LIE SET J. A BED OF RACKER ROD A- PROVED A-PRC)VED STR,,C-!jRAL SLALANT S;_ALAiqi CPTIONA' IX Plj(',K MAY. s'-f- N017- 3 Sl,ihi SPACE r 1;f 6-41mc VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION A' M04. IIIERS PEMI-N 6 REVISED A14CI -.,R Srt.,jIC. & >tRTS 07/11,'20111 GPI1011M, 1X " 'K 5 FE NOTES 3 SH_ o- T 1 3/16" 7APC0I,4 V AkX 1 14? S1'ACL INTERIOR 112" FT)Gf- BACKER ROC, EXTERIOR I., APPROVED 71, L FP. '-[ A;ANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION 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 Ml WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITH TILLER 0-R--MN 7 ... I.O. 1N. G. 08-02546 il--Jl NTS I 11A'L 12/09/14 Is"t"12 Or 14 SIGNED: 0711212016 I I/•1 1 114 r:MErrT i n. MIN EDSE DI TAIJ;.E EXTERR FRAMING BI' OTHER- 1/4' I%4AX, SHIIA PA i I' I MAX SHIM SFA,^E i>3rnxnrpm i FO,,F I T:1hlCF r SCF:LW NG t ;a' I,aro' B( ;)THERS FME DLIFNT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FEV-5,41s ' DFSCr.-PTAF I fliF >"rfT,TD RTOR FP AIICI-GR SPACIIJP At PI -ARTS G7/11;'%GlF PI, WUCD FF?4UNG — 1;'4VAX BY OTIrRS -- S'-IM 5-ACE 1 INTERIOR EMDEDMEI. IT / a WOOD - 7/, G.. W11: _ _ EDGE CJC>TANCF EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 Me5o IWDON/MARKEI NDR IILo i SDOORSTREET\\`\\s GRATZ, PA 17030-0370•\GEN,? f*= SERIES185ALUMINUMSINGLEHUNGWINDOW52" X84° NON -IMPACT 4ATROF'oj_ FININSTALLATIONDETAILSOAi' FS FIORID' •G` 7. I,o Nry NG. OS GD2546 A I/X j/ ONAj1 a` 14T5 D4r 12/09/1d 13 OF 14 LL r 11, FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM-18501 CM-18503 CM-18553 --- -- ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.050" THICK i 11i it 3 - - 2 13/1G 3 3/4" i t FLANGE FRAME SILL' FINLESS FRAME SILL t CM-18502 CM.18554 FIN FRAME SILL ALUMINUM6063-T5.055'THICK ALUMINUM6063-T5 055'THICK CM-18509 ALUMINUM 6063-T5.055" THICK 1 1 5•/53" r- 1 - II i7„ 3/1" kl,,_ LOCK RAIUST_ILE CM-18505 ALUMINUM 6063-T5 062' THICK 1 711 C" r F U - J SASH BOTTOM_ RAIL CM-18555 ALUMINUM 6063-T5.050" THICK 2•• r—_1 AAFFTIAIr Rdll ALUMINUM 6063-T5 055" THICK RED^rxrr, RE" GFS: F.v^T4:N I r!ATE a.-rcJ.TD_ 2 3/1G" FINLESS FRAME JAMB CM-18513 U /8" ALUMINUM 6063-T5.050" THICK 1 /8' ANN 1 /a" ,rJN METF•L REINFORCED 9111'rL ,F'A„ER 2 i/•g^ _ EXTERIOR / i --- - - - I-- _ INTERIOR SFAI ANT 2 S/16" S'_ rV I lLUCK -/ GLAZING DETAIL A FIN FRAME HEAD CM-18508 - I- '16" AN ALUMINUM 6063-T5 050" THICK 2 3/8' j EXTERIOR INTERIOR t 2 4/16 i—' SILICONE5/8' JITE I. °" .- SLALA".1 rrNr; FINFRAMEJAMB 3LOCK — GLAZING DETAIL B CM-18510 ALUMINUM 6063-T5.050' THICK 1 Sj8' 0711212016 1 SIGNED: i 5jfl 15/15' MI WINDOWS AND DOORS Jlllllll/li R. L iii I-- -- ,( SASH STILE 650 WEST MARKET STREET GRATZ, PA 17030-0370 J EN 9 G GLAZING BEAD GLAZING BEAD CM-18507 ALUMINUM6063-T5.050'THICK SERIES 185 ALUMINUM SINGLE HUNG WINDOW V-663 V-185 52•'X84-' NON -IMPACT 0y612 rr - rtL! RIGID PVC 060'THICK RIGID PVC 050'THICK COMPONENTS p , ATn OF ORM V10NAL1S 6`\ 1:R(N'N Li.r. NO flAlN. Ofl 46 A NTS GAT[ 12/09/1 a ` E51 d OF 1 d Florida Building Code Online Page 2 of 3 FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: LC-PG55. Glass must comply with ASTM E1300-04. Certification Agency Certificate FL15351 R4 C CAC APC 97429.01-109-47 Fin and 97435.01-109-47 Flange.odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DP55 As Tested 97429.01.odf FL15351 R4 II 188HS Flange Non -Impact Fastener Schedule 08-010236.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1-15351 R4 AE 511588B.odf Created by Independent Third Party: Yes 115351.2 1 HS 188 Fin and Flange Frame XOX 1120x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-55 Other: HS-LC40 Certification Agency Certificate FL15351 R4 C CAC APC 99775.01-109-47 Fin and 99780.01-109-47 Flange.odf Quality Assurance Contract Expiration Date 04/15/2019 Installation Instructions FL15351 R4 II 188H5 XOX Flange Non -Impact Fastener Schedule 08-01156B.odf FL15351 R4 II 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 115351.3 1 HS 188 Fin Frame 173x62 Laminated Insulated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed outer lite, air space, 1/4" annealed laminated glass comprised of 2 sheets of 3/32" glass and 0.090" thick PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 1.09-47-RO.pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product3.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 15351.4 1 HS 188 Fin Frame 173x62 Laminated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. 15351.5 1 HS 188 Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D, Wind Zone 3 Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 4.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x62 Laminated Glass Certification Agency Certificate FL15351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.Ddf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWlau... 9/7/2017 Florida Building Code Online Page 1 of 3 1 - _.a. _ ,y'a ,• i s c,y v , y,, rx raa.... !. t+ti - 9 tBCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications 1 FBC Staff BCIS Site Map Links Search i b r -SPr oduct ApprovalLO\\ccc USbhtUser AMC C W.•.:t t'+r saw Product Approval Menu > Product or Application Search > Application List > Application Detail rit 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) I Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R 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 hnp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIan... 9/7/2017 Florida Building Code Online Page 2 of 3 Gd Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12786.Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL1 349 R8 II 08-02357B.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 FL15349 R8 C CAC APC 15350.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 RS II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15454.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02948.Ddf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Safex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 RS 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" FL15349 R8 II 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-1-055, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 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 FL15349 R8 C CAC AP 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-1-055, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947 Ddf http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQNAtDgtH85 72gvdVilan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513781 Didf Created by Independent Third Party: Yes Back Next Contact Us •: 2601 Blair Stone Road. Tallahassee Fi 32399 Phone 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida..: Privacy Statement :: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. -Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: M 0 ® Credit Card: Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ"DgtH85 72gvdWIan... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE A6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCRIPTION wTE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 1 10/27/16 IRL. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSl .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: J.L. DNG NO 08-02357SHEETNO. DESCRIPTION 1 NOTES saaE NTS I D"TE 09/03/14 1 SNIT 1 OF 12 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L ROBERTO LOADS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@ftmaspe wm4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 511R. ILoY7/// w\'•GS* EN9iP yw5l k TTAT E OF ; REV ..aF jP( 0 RI0'f: • N` o B Luls R. Lomas P.E. FL No.: 62514 72 1/2" MAX FRAME WIDTH — 6" MAX -- 18" MAX O.C. —I 6" MAX 18" j MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 & #2 - EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX — F 18" MAX D.C. — 6" MAX F 6- 00 71 1/2" 18" MAX MAX O.C. FRAME T HEIGHT I L REFER TO CHARTS 1 & #2 FOR NUMBER OF ANCHORS REQUIRED j j SERIES 185 ALUMINUM FIXED DESIGNER WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE NOTES. I. MAXIMUM D. L O ' 69 314' X 68 314" REVISOM DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART X 1 Number of anchors required (without rigid rollers) Frame width (In) 24.00 30.00 36,00 42.00 4800 5400 6000 6600 72.50 HIS amb HIS amb HIS amb HIS amb HIS Jamb HIS Jamb HIS amb HIS amb HIS Jamb 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2 2 2 2 312 3 2 3 2 4 2 4 2 4 2 5 2 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 4200 2 3 2 3 3 3 3 J 3 3 4 3 5 3 5 3 6 J 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 2 4 2 4 3 1 3 5 3 5 4 5 5 5 6 5 7 5 2 4 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 6 2 5 2 5 3 5 3 6 3 6 4 7 5 7 6 7 7 7 CHART#2 Number of anchors required (with rigid fillers) Frame Frame wIdlh lin) Height 2400 1 30.00 3600 42.00 48.00 54.00 60.00 6600 7250 in) His amb HIS amb H65 Jamb H65 Pa.bi HIS amb HAS Pambl H65 Pamb H65 Jamb HAS amb 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 4 2 4 2 5 2 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4200 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4800 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 7 4.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 6000 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 1 5 4 66.00 2 1 2 1 3 1 3 4 3 4 4 1 4 4 4 4 5 71.60 2 5 2 5 J 5 3 5 J 5 4 5 77t 5 4 5 5 5 SEE SHEETS 4-7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWIF REVDY1CN0. J.L. 08-02357 B scALE NTS DATE 09/03/14 5-2 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LE14ISVILLE, NC 27023 434-668-0609 dbmas@1domaspe wm SIGNED: 1111512016 P. I L/021 3 TTACT rE OF iP, 'cl OROtt 1NAL Ea\\ Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6" MAX — 72 1/2" MAX FRAME WIDTH — I18" MAX O.C. J- 18" MAX O.C. 1/2" IAX AME IGHT 00 j 6" MAX REFER TO CHART p3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX — 18" MAX O.C. —I 6" MAX 18" MAX O.C. 71 1/2" MAX jFRAME HEIGHT j REFER TO CHART 13 -- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60 OPSF NONE NOTES 1 MAXIMUM D. L.O.: 69 314' X 68 314' REVISIONS DESCRIPNON DATE I APPROWD REVISED INSTALLATION DETAILS 06/01/15 R L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART d3 Number of anchors required (fin installation) Frame Frame width (in) Fki0h1 2100 00 42.00 N.00 54.00 60.00 66.00 72.50 Iln) HAS amb JambiHAS amb HAS Jamb HAS amb HAS Jamb HAS amb HAS Jamb 24.00 3 J 7 4 3 4 3 4 3 5 3 5 3 6 3 3000 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 3600 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 4200 3 4 4 4 4 4 4 4 4 5 4 5 4 6 4 4100 3 4 4 4 4 4 4 4 4 5 4 5 4 6 4 5400 3 4 4 4 4 4 4 4 4 5 4 5 4 6 4 60.00 3 5 5 4 5 4 5 4 5 5 5 5 5 6 5 f1.00 3 5 5 4 5 4 5 4 5 5 5 5 6 5 71.60 3 6 31, 6 4 6 4 6 1_1546 5 6 5 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN- Owc NO. J.L. 08-02357 a NTS a4rE 09/03/14 S-3 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 r6Dmas@alDmaspe avn SIGNED: 1111512016 11Vt. IIIC/0//// TTAtT;cE OF i0•. REV 'F`'clOR10;• B iSS/OfVAj1E G` Luls R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN METAL EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. BACKER ROD APPROVED SEALANT rl SHIM SPACE BACKER ROD APPROVED SEALANT 10 WOOD SCREW EXTERIOR EXTERIOR INTERIOR WOOD SCREW FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE RIlGID WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1/2" MIN EDGE DISTANCE INTERIORI 10 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 3/4" MIN r--r EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4- MAX F SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX. SHIM SPACE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS DESCRIPTION REVISED INSTALLATION DETAILS REVISED NAME AND ADDRESS DATE APPROVED 06/01/15 R.L. 10/27/16 R.L. NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN DWC NO REV J.L. 08-02357 B KALE NTS I DATE 09/03/14 1 SHEET OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-68E-0609 rllo_SLw6bm pe — SIGNED: 1111512016 1R I I L o A,•XGENS:9' a TAT E OF rv` 0' F • cZ OR IID'f' Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 RL. E DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK° SEE EMBEDMENT NOTES 3 — 7° SHEET 1 4D H CONCRETE/MASONRY BACKER R/4" MAX BY OTHERS 1/4" MAX do APPROVIM SPACE SHIM SPACE SEALA OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD do APPROVED SEALANT 1/4" MAX 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1 4" MIN. APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL a aL_t2 CONCRETE/MASONRY INSTALLATION 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 DOORS, LLCMIWINDsoWw. IIL/0/, MARKETSGRATZ, J\SN R 9J,' PA 17030 v•GENSF NOTES SERIES 185 ALUMINUM FIXED WINDOW Ta0 5 *• * I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON —IMPACT NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS TAT OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE p'• R DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN 7 NO REV ii T 0 R10T; •G`'P\ J.L. 08-02357 B iis10NA1 E` 111111111 SCALE NTS DATE 09/03/14 SHE ET5 OF 12 L. ROBERTO LOMAS P E Luis R. Lomas P.E. 1132 WOODFORD RD LEWISVILLE, NG 27023 fL No.: 62514434-666-0609 AI°mas@a6lomaspe mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN. r EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT SHIM SPACE 7 r RIGID FILLER 1/2" MIN.AEDGEDISTANCE 10 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN METAL r EDGE DISTANCESTRUCTURE BY OTHERS 1/4" MAX. w r SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R. L. B REVISED NAME AND ADDRESS 10/27/16 R L. BACKER ROD APPROVED RIGID FILLER SEALANT N10 SMS'OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4" MAX SHIM SPACE METAL NOTES STRUCTURE 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 EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE f RIGID FILLER 3MIN EDGEE D DISTANCEINTERIOR 10 SMS OR J SELF DRILLING SCREWS 7-.! METALXTERIOR STRUCTURE BAC BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN DWG NO REV J. L. 08-02357 B SCALE NTS I DATE 09/03/14 1SHEET OF 12 L ROBERTO LOMAS PE 1132 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 room XMlrlo spe mm SIGNED: 1111512016 19 I IL o i v,•, ENSF,d+• i 0 6 pTTAATTE OF ZOR10T. ONA11E G` Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a OPTIONAL 1 X BUCK t 1 1/4" MIN SEE NOTES 3 — 7 EMBEDMENT SHEET 1 BACKER ROD 1/4" MAX APPROVED SHIM SPACE SEALANT RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT MAX OPTIONAL 1 X BUCK SHHIMIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN. a• ' EMBEDMENT e a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION REVISIONS ' REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 1 R L BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 e RIGID FILLER 1 1/4" MIN. EMBEDMENT a CONCRETE/MASONRY 3/16" TAPCON a 2 1/2" MIN EDGE DISTANCE I NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION EXTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN DWO NO REV J.L. 08-02357 B SCALE NTS IDATE 09/03/14 WF7 OF 12 L ROBERTO LOMAS P E. 1132 WOODFORD RD LEWISVILLE, NC 27023 434-668-0609 rlbmas@4bmaspe cram SIGNED: 1111512016 1R ! I II S o fir, NO (p y7 TAT OFF R10"'. ` O NAj1 G` Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE 10 WOOD SCREW ui L- EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN rMETAL "T""11 STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE 10 SMS OR LF DRILLING BREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE METAL STRUCTURE p 4 1 BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX REVISIONS REV DESCRIPTION ' — DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L 8 REVISED NAME AND ADDRESS 10/27/16 R L NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACEI IN1 /2" MIN 3/4" MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC 111IIIIrr7j7J 650 W. MARKET ST. LO i/ i a10 WOOD N10 SMS OR GRATZ, PA 17030 v••\GENS'9+ SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0 6 SCREWS 73" X 72" NON —IMPACT irWOODFRAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS 0 , TAT OF tU OR 2X BUCK BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD &/S DRAWN Dwc No REV L. Og 02357 a i' c ZOR1:• \ G iiS ONA SEALANTAPPROVEDSEALANT11E\ BAPPROVEDEHINDFLANGEBEHINDFLANGESCALEDATENTS09/03/14 g OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMASPE. Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTUREINSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 134-686- 0609 dlomas 8lomaspe mm REVISIONS ' 2 1/2" MIN. REV DESCRIPTION A REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS • 4 1 1/4" MIN. 1 1/4" MIN EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 CONCRETE/MASONRY v BACKER ROD & APPROVED SEALANT 1/4" MAX SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK v SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON n EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX SHIM SPACE 2 1/2" MIN. SEE NOTE 3 - 7 EDGE v ' SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT e a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION d 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLC 1R IILo 0W. MARK ST.\\\J\5GRATZ, PA 17030 ET rJENs,9, NOTES. SERIES 185 ALUMINUM FIXED WINDOW O 61• *=_ f. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR 73" X 72" NON -IMPACT A CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS C,( TAT OF2PERIMETERANDJOINTSEALANTBYOTHERSTOBE e(,, DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN DwG NO. REV iO..ORIO" G\C\ 08 502357 B GALE DATENTS 09/03/14 9 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 as PLUISR. Lomas P.E. 434-688-0609 r0ommasCikf specnmFL No.: r 1/2" MIN. I EDGE DISTANCE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE RIGID FILLER 0,0 WOOD SCREW EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4- MAX EMBEDMENT SHIM SPACE T _ j %%% RIGID FILLER 1MIN / EDGEE DISTANC / INTERIOR I 10 WOOD J SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DEMIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR r` r3/4" MIN nrnlcrAurrINTERIOR 1/ 4" MAX. SHIM SPACE GID FILLER 10 SMS OR LF DRILLING REW REVISIONS ' REV DESCRIPTIDN — DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 10/27/16 RL. 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. F SHIM SPACE NOTES METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/ 4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION I 1/ 4" MAX. SHIM SPACE RIGID FILLER 3/ 4" MIN INTERIOR EDGE DISTANCE 7,1 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLCIlio/ oWw. MnDK E NSF GRATZ, PA 17030 v •G 0 5 fir+ SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT a FLANGE INSTALLATION DETAILS WITH RIGID FILLERSO•• a TAT OF tU` CORI:• DRAWNDWGNOREVJ. L. 08 02357 B ss QNA 11EaG` IllLuis R. Lomas P.E. . FL No.: 62514 LE DATE NTS09/03/14 10 OF 12 L ROBERTOLOMASPE 1432 WOODFORD RD LEWIS VIE LE, NC 27023 43468E- 0609 rlbmasCWWmaspecom REVISIONS ' REV 2 1/2" MIN DESCRIPTION A REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 R L EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN e 1 1/4" MIN EMBEDMENT OPTIONAL 1X BUCK a EMBEDMENT SEE NOTES 3 — 7 SHEET 1 c CONCRETE/MASONRY BACKER ROD & 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 • RIGID FILLER 3/16" TAPCON e EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT RIGID FILLERBEHINDFLANGE OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" MIN SEE NOTE 3 — 7 SHIM SPACE c EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS e 1 1/4" MIN APPROVED SEALANT e a e• BEHIND FLANGE EMBEDMENT , IAMB INSTALLATION DETAIL a CONCRET&MASONRYINSTALLATION d , e 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ND DOORS, LLC NOTES I INTERIOR AND EXTERIORFINISHES, BY OTHERS, MADK ET ST. EINOTSHOWNFORCLARITYGRATZ, PA 17030 v •CII& + 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTME2II2 SERIES 185 ALUMINUM FIXED WINDOW*.•L'`'0 73" X 72" NON —IMPACT S FLANGE INSTALLATION DETAILS WITH RIGID FILLERS o • 7AT OF c[ DRAWN OWG NO REV 0 R1 7P •G\• O8 02357 B i i s,ONAj1\ SCALE DATENTS 09/03/14 11 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISWLLE, NG 27023 R. LUIS R. Lomas P.E. L 434-6MI-0609 bmas@Nbmaspe can FL 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L APPROVED B REVISED NAME AND ADDRESS 10/27/16 R L. SEALANT BEHIND FIN 1 1/4" MIN EMBEDMENT f6 WOOD WOOD SCREW FRAMING BY OTHERS i/4" MAX SHIM SPACE 1/4" MAX 3/8" MIN WOOD FRAMING ,IBYOTHERS SHIM SPACE EDGE DISTANCE p6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1/4- MIN EMBEDMENT T NOTES 1 /4" MAX f- INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SPACE APPROVED NOT SHOWN FOR CLARITY SHIM SEALANT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE I BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 IdNI 3/8" MIN 3/8" MIN EDGE DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL 6 WOOD SCREW WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED 1 1/4" MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRAWN DwG NO J.L. 08-02357 scALE NTS I DATE 09/03/14 SHEET 12 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-6EE-0609 fflo as(Tlrbmspe -T; SIGNED: 1111512016 rJ E No cp 075, 4o-;nj0T(AATT REv (OR10T'•':'z e Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 r t •... yy^ W {• ` J c. -+s • y, ': }rj .•"'c i. .x ^ ^ SF'' a CLwiM311w'lGfiiitiiWl BCIS Home Lop In User Registration ! Hot Topics j Submit Surcharge Stats & Facts i Publications FBC Staff I BCIS Site Map Links Search j bL*O—"" a ProductrApprovalUSER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail f FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353-R2 Revision 2014 Approved a] MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Mullions Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Luis R Lomas, PE PE-62514 National Accreditation & Management Institute 12/31/2017 Steven M. Unch, PE 7, Validation Checklist - Hardcopy Received FL15353 R2 COI FLCOI.odf 1710.5.3 Method 2 Option B http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WIS... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.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 Approved for use in HVHZ: No Installation Instructions FL15353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01440A Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512064A odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01442A odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512066A.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01452A.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 F 1 '53 R2 AE 512076A.Ddf span - 104-1/4". Created by Independent Third Party: Yes 1 15353.8 1 CM-18531 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01443A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WI S... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512067A.Ddf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01453A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.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,pd span: 104-1/4". Created by Independent Third Party: Yes Badc Ne- Contact Us .. 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement .. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 4' Credi! Card Safe curi r•?tit•Iucs- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgtH85 72gvd WI S... 9/7/2017 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS- 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2 MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH W1 + W2 2 REVISIGRS REV I DESCRIPTION DATE I APPRDVED A I REVISED INSTALLATION DETAILS 06/10/15 1 R L ANCHORING NOTES 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP SCREWS MUST BE FIELD INSTALLED HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES DRAWN 2 CONFIGURATIONS AND DP CHART V.L. 3 INSTALLATION DETAILS SCALE NTS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES owc No 08-01439 DATE 01 / 1 1/ 12 1SHEET 1 OF 3 SIGNED: 0611112015 IIir0Z// i O E NSF I p oAT 6EOF ; ry 03". A 107 3/8" OMBINED WIDTH W1 IrW2- T 3" 8 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I J J 107 3/8" OMBINED WIDTH W1T 83" J/ FRAME WINDOW HEIGHT WINDOW MULLION SPAN) J 107 3/8" COMBINED WIDTHF_ W 1- W 2 83" J WINDOW J FRAME HEIGHT WINDO WINDO MULLION J SPAN) L IF- W1 W2 107 3/8" COMBINED WIDTH Desian nressure rating lnsn I Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 1300 1300 130.0 1300 1300 1300 37.38 1300 1300 1272 127.0 1270 1270 49.63 1207 943 779 738 72.1 720 62.00 71 0 522 397 359 33.4 323 65.63 596 437 33.0 296 274 263 72.00 44 9 32 7 24.4 21.8 199 190 84.00 28 1 203 15.0 132 11 9 11.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/8" COMBINED WIDTH-[ 8 J/ IINDOWFRAMEWINDOW HEIGHT MULLION SPAN) L J J 107 3/8" COMBINED WIDTHF_ W1 -I- W2 83" WINDOW FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J IF-- W1 W2 107 3/8" COMBINED WIDTH REVISIONS , REV I DESCRIPTION DATE APPROVED IAREVISEDINSTALLATIONDETAILS06/10/15 R L 107 3/8" COMBINED WIDTHF_ 1 W2 83" W J J WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION SPA W 1j 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 10738'AS SHOWN HEREIN. Design pressure rating (pst) with rebar' nnfinn Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 1300 1300 1300 1300 1300 1300 37.38 130 0 1300 1272 127.0 127.0 1270 49.63 120.7 943 779 73.8 721 72.0 62.00 924 70.0 533 48 1 448 43.4 65.63 800 586 44.2 39.7 36.7 353 72.00 60.3 43 9 328 292 267 255 84.00 37.7 27.3 201 177 16.0 151 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V.L108-01439-01439 sCALE NTS DATE O 1/ 1 1/ 12 sNEET 2 0 F 3 SIGNED: 0611112015 J q . ENs cp 5TAT 5EOF0. ss NA11EVo\ 2 1/2" MIN r EDGE.DISTANCE MASONRY/CONCRETE BY OTHERS a • • 1 1/4" MIN EMBEDMENT 1 11 1 11 1 11JI U u 1/4" TAPCON SECT5796 0.841 3" CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW 1 3 8 MIN EMBEDMENT LWOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 3 261 " 1 1.375" MT000022 CLIP 16GA (063 GALVANIZED STEEL 22 140"—I-1 U 1 J1. 25" SECT5764 MULLION ALUMINUM 6005-T5. 125" THICK I 1— 0 688" 1 531" RF-185 2 REBAR 16 GA (062) GALVANIZED STEEL REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R L 3750 1 000" 0 375" 0 422" 2 032" 2.875" 0" 0.841 3" 2X a 000" SECT5796 CLIP 00 210" I FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 125' THICK 3 750" 2.189" 1.0)0" 0 375" 0.843" T 2X 00 210 i 562" 1.56 SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK SIGNED: 0611112015 MI WINDOWS AND DOORS 1111111I11ii, R• L0 9 i 650 WEST MARKET STREET GRATZ, PA 17030-0370 5 v •GENSF U, 5764 — VERTICAL MULLION 0 83" MULLION SPANAAATINSTALLATIONDETAILSANDCOMPONENTSy`j PO REV O F•;CpR1OP••`' DRAWN DWG NO V.TL. 08 01439 A ss/pNAL1EaG`\ NTS wTE 01/11/12 3 OF 3 Florida Building Code Online Page 1 of 3 t =F'L";' `. .-., . ''•yi'rt ! tt• M , a G ••1 it t 4. LL Ki 4 y;y '^lli . i 1+ ' _ f-v. A.• i .;k ,• K31ii r.Z iii ili.hiiiiiiL L -`• GOreaiiiiiiiel BCIS Home Log In User Registration Hot Topic ; Submit surcharge Stats & Facts i Publications FBC Staff i BCIS Site Map Links Search j b a Product Approval L T USER, Public User ae a a:.rc Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived u Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email — 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. 01/01/2018 John Southard, P.E. 2 Validation Checklist - Hardcopy Received FL13223 R3 COI RIO - Certificate of Independence. PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eguiv ASTM C1186 Equivalency Sioned.odf http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ"DgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cemoanel Sldino.odfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.Ddf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Slding.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf 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.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furring.odf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furring.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Siding.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122 04.Ddf 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.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.odf FL13223 R3 AE NOA 15-0122 04.Ddf Created by Independent Third Party: Yes B— Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida, , Privacy Statement Accessibility Statement : Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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.5 , please click here . Product Approval Accepts: M = ® 99 0 http://www.floridabuilding. org/pr/pi_app_dtl.aspx?param=wGEVXQvADgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Cred''a Card Sate http://v,ww. flori dabuilding. org/pr/pr_app_dtl.aspx?pararn=wGE VXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE-3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: 2412 RONALD I. OGAWA & ASSOCIATES, INC. ' 16835 ALGONQUIN STREET #443`, y'•, STATEPF/ HUNTINGTON BEACH, CA 92649 o aiSj............ 714-292-2602 rtt i 714-847 -4595 FAX R to Nt l 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, Cempanel9Siding, PrevailT Panel Siding EVALUATION SCOPE: ASIDE 7-10 2014 Florida Building Code 2012 International Building Code® RONALD I. OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood,or metal framing with nals or screws. REFERENCE REPORTS: 1. Interiek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches off -center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 44d, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories, Report IC- 1054-89 (ASTM E330) Transverse Load Test, 1/4" Thck 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" Thck by 48 inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7. Ramlech Laboratories, Report 11149- 98/1554d (ASTM E330) Transverse Load Test,1/4" Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET3F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC- 1273-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC- 1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E72) Racking Shear Test, & 16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0-225 inch head diameter by 1.5 inch long ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116" Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in tread diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ETBF 0100 in. knurled shank X 1.5 in. long X 0.25 in, head diameter pin fastener Q G gi I A 2412 c y STATE bFJ + LO RID: rEREDtLE GS : 0 ill JAMES HARDIE BUILDING PRODUCTS, INC. 1-88B-542-7343 info@jameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing in ) Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49 7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78 7 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-9711475 Ramtech 0.3125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0.091 in. shank X 0.225 in. 90 30.0 HD X 1.5 in. long nn shank it Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in long X 0.323 in IC-1054-89 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.61.375 in metal stud head screw Min. No 8 X 1 in. long X 0.323 inMin. No, 20 gauge X 3 625 in. XIC-1055-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle head screw 91.9 30 6 ET&F 0 100 in. knurled shank X Min. No. 20 gauge X 3.625 In. X11149-98/1554d Ramiech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 025 in. head 170 56.7 diameter pin fastener ET&F 0.100 in. knurled shank X Min. No. 20 gauge X 3.625 in. X1198l1554dRamtech0.3125 48 1.375 in metal stud 16 4 8 1.5 in long X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2 HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade R, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads in Pounds Per Uneal Foot for Panel Shear Walls"' Fastener Spacing in ) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame Type in) Supports Supports Fastener T plf) lf IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 2329 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 1086B-97/1475 Ramtech 0.3125 48 2X4 wood, SG z 0.36 16 4 8 4d, in. shank X in 595,4 198.5 HD X 1.5 in long ring shank nail1.5 hank Min. No 8 X 1 in. long X 0.323 in IC-1057-89 Ramtech 0.25 48 MinNo. 20 gauge X 3.625 in. X 16 & 24 6 6 head diameter ribbed bugle 9900 123.8 1 375 in metal stud head screw ET& F 0 100 in. knurled shank X 11284- 99/1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in X 16 4 8 1.5 ilong X 025 in head 1227.0 153.4 1.375 in metal stud diameter pin fastener ET&F 0100 in. knurled shank X Min. No. 20 gauge X 3 625 in. X 11284-9911580Ramtech0.3125 48 1.375 in metal stud 24 4 8 1.5 in long X 0.25 in. head diameter pin fastener 1060.0 132.5 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for construction in this Table is 21. 3. In the steel framed assemblies the allowable load is based on the average load at 1/8 inch net deflection. 2412--i STArE ff' '•. , c RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714=847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-88B-542-7343 info@ameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load Since the allowable design load is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5.1A, Figure 26 5-1 B, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 24 combining nominalloads using allowable stress design, bad combination 7 Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure. Equation 1, qi= 0.00256'Ki'Kn Ka V2 (re(. ASCE 7-10 equation 30.3-1) q. , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ky , topographic factor Ka , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-lA, B, or C Equation 2, V=V,,,, (rof. 2012 IBC d 2014 FBC Soction 1 P021 defmflions) VA , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC. 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B. or C Equation 3, p=q; (GCP GCP) (ref. ASCE 7-10 equation 30 6-11 GCi, , product of external pressure coefficient and gust -effect factor GCP , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute qr into Equation 3, Equation 4, p=0.00256'K; K'K,*V z'(GCp GCP) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.6W (ref. ASCE 7-10 section 2 4. 1, load combination 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p„a = 0.6'[p] Equation 7, p, = 0.6'[0.00256'K; Ka Ka'VA2'(GCp GCP)] Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V n, Equation 8, V x = (pP,d0.6-0.00256-K.- Kn'K,'(GCN GCp,))n5 Applicable to methods specified in Exceptions 1 through 3 of (2012 IBC, 2014 FBC) Section 1609.1.1 , to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V-d = VA ' (0.6)05 (ref. 2012 IBC 6 2014 FBC Section 1609.3.1) V . Nominal design wind speed (3-second gust mph) (rof. 2012 IBC 6 2014 FBC Section 1602 1) Table 2, Coefficients and Constants used in Determining V and p, K. Well Zone 5 Height (it) Exp B Exp C Exp D K Kd GC GC., 0.15 0.7 D 85 1.03 h560 1 1 0.85 14 018 20 0.7 0.9 1.08 1 0.85 14 018 25 07 0.94 1.12 1 0.85 1.4 018 30 0.7 0.9B 116 1 0,85 14 018 35 0.73 1.01 119 1 0.85 1.4 0.18 40 076 1 04 1.22 0 BS 1 -14 018 45 0 7B5 1.065 1.245 1 0.85 14 0.18 50 0.81 109 1.27 1 0.135 1.4 0.18 55 0.83 111 1.29 1 0.85 14 0.18 60 085 1 13 1.31 1 0.85 1.4 0.18 100 0.99 1.26 143 h>E 1 035 1.8 0,18 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@ameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 1 170 160 190 1 200 210 Height (ft) 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 24.4 283 32.5 37.0 41.7 46.8 52.1 57 8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14A 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24A 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33 9 38.6 43.5 48.8 54.4 60.2 66A 40 1 -15.7 1 -17.3 1 -190 20.7 22.6 1 -26.5 1 -30 7 35.3 40 1 45.3 1 -50.8 56.6 62.7 69.1 45 16.2 17.9 19 6 21 4 23.3 27.4 31.7 36 4 41.5 46 8 52.5 58.5 64.8 71 4 50 16.7 18 4 20.2 22 1 24.1 282 32.7 37.6 42.8 48.3 54 1 60.3 66.8 73 7 55 17.1 18 9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61 8 68.5 75.5 1 25.6 282 31.0 33 8 36.9 43.3 50.2 57.6 65.5 4.0 82.9 1 924 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ri 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 34A 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36 4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19 4 21-4 23 5 25 6 27.9 32.8 38 0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24 5 26.7 29.1 34.2 39.6 45.5 51 B 58 4 65.5 73.0 80.9 89.2 35 20.8 23 0 25 2 27.6 30.0 35 2 40.8 46.9 53.3 60.2 7675 75.2 83.3 91.9 40 21.5 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26 6 29 1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27 2 29.7 32.4 38.0 441 50 6 57.6 65.0 1.9 11.2 89.9 99.2 55 22A 25.2 27.7 30.3 33.0 38.7 44.9 51.5 58.6 66.2 74.2 82.7 91.6 101.0 6 4 4. 4 6 4 5 1 9 100 32.6 35.9 39.4 43 1 46.9 55.0 63.8 73.3 83.4 A4-1 105.5 117.6 130 3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25 7 2B.1 30.6 35.9 41.6 47.8 54A 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27 0 29.5 32.1 37.7 43 7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28 0 30 6 33.3 39.0 45.3 52.0 759.1 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 69.2 77.5 86.4 95.7 105 5 35 24 5 27 1 29.7 325 35.3 41.6 481 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 1 -42 5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25 7 28 3 1 -31 A 34 0 37.0 43 4 50.3 57.8 65 7 74.2 83.2 92.7 102 7 50 26.2 28.9 31.7 34 6 37.7 r14.3 51.3 58.9 67.1 75.7 84.9 94.6 104.8 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 59.9 681 76.9 862 96.1 106.4 A16310037.0 40.8 44 7 48.9 53.2 62.5 72.5 83-2 94.6 106.8 119 8 133-4 147 9 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 20121RC and the 2014 Florida Building Code 1 w111I11(1111, OG.4V. I F1 C'*',' 24121, 1) 1 A 1 r. PLO R RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part f and Part 3)a \\\ N\ y 20121EIC, 2014 FBC 20121BC, 2014 FBC Gy 9'.• STATE c. . \ i i ••• ,( L • L`'v \\\\ j \ ui((Illl Iti] Coefficients used In Table 6 calculations for V, Allowable, Ultimate Design Wind, Speed, 3-second gust mph) Allowable, Nominal Design Wind, Speed, V. 3-second gust mph) Applicable to methods specified in(2012 IBC. 2014 FBC Section1 161201 1. as determined j2012 IBC, 2014 FBC] Figures 1609J B, or C Applicable to methods Bir p 3 oin Exceptions BC' 2014 FBC] Section 1609. 1 1 Wind exposure category Wind exposure categoryl Siding K Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height"" B feet) C D B C D Allowable Design Load PSF) Exp B Exp C Exp D K. Ka GC, GC, HardiePanelS 5/16 48 6d common 6 2X4 wood Hem - Fir 16 0- 15 186 168 153 144 130 118 49 7 07 085 103 h560 1 086 14 018 20 1 186 164 149 144 127 116 49 7 0 7 09 1 08 1 0 85 1.4 0 l e 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 085 14 018. 30 186 157 144 144 121 112 A9.7 07 0.98 1.16 1 0.85 14 0.18 35 182 154 142 141 120 110 49.7 0.73 101 1.19 1 0.85 1.4 018 40- 178 152 141 138 118 109 49.7 0.76 1.04 122 7 O.B5 14 018 45 175 150 139 136 117 108 49.7 0.785 1.065 12 55 7 0.85 1 4 018 50 172 149 138 134 115 107 49.7 081 1.09 1.27 1 085 1.4 D 18 55 170 147 137 132 114 106 49.7 0.83 1.11 129 1 0.85 14 018 60 1 168 146 136 130 113 105 49.7 0.85 1.13 1.31 1 1085 14 0.18 100 139 124 116 108 96 90 49.7 099 126 1.43 h>60 1 10.85 1.8 018 HardiePanel® 5l16 48 lid common 4 2X4 wood Hem - Fir 16 G- 15 233 212 192 181 1 164 149 76 7 07 1 085 103 h560 1 0.85 14, 018 20 233 206 188 181 159 146 78.7 07 0.9 1.08 1 0.85 141 018 25 233 201 185 181 156 143 78.7 07 0.94 1.12 1 085 141 018 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 095 14 018 35 229 194 179 177 151 139 787 0.73 1.01 1.19 1 0.85 14 018 40 224 192 177 174 148 137 78 7 D,76 t,0a 122 1 0,85 1.4 o tB 45 220 189 175 171 147 136 78 7 0 785 1.065 1.245 1 085 1 4 018 50 4 187 173 3 145 134 78 7 081 1 09 127 1 1085 1 4 018, 55 214 185 172 165 144 133 78.7 0.83 111 129 1 0.85 1.4 0.18 60 212 184 171 164 142 132 78.7 085 1 13 1 31 1 1085 14 Ole 100 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 i 0.85 1.8 0.18 HardiePanel® 5/16 48 lid common 6 2X4 wood Hem - Fir 24 0- 15 147 134 121 114 103 94 31 3 0 7 085 1.03 h<_60 1 0.85 1 4 018 20 6-7 130 119 32659 101 92 31.3 0.7 0.9 1.08 1 0.85 14 0.18 25 7 127 116 5 98 90 31.3 0.7 094 1.12 1 065 1 4 016 30 147 124 114 114 96 1 69 1 31.3 07 098 1-16 1 085 14 018 35 144 123 113 112 95 87 31.3 073 1.01 1-19 1 085 14 018 40 141 121 112 109 94 86 31.3 0 76 104 1.22 1 0.85 1 4 0.18 45 139 119 110 108 92 86 313 0785 1 1065 1.2 55 1 0.85 1.4 0.18 50 137 118 109 106 91 85 31.3 Opel 1.09 127 1 0.85 1.4 018 55 135 117 108 105 91 84 31.3 0.83 1.11 1.29 1 0 BS 1.4 Ole 60 134 116 10B 103 90 63 31.3 085 1.13 1.31 1 0 65 1 4 0 18 100 ill 98 92 86 76 71 313 0.99 126 1.43 h>60 1 085 1.8 0.18 HardiePanel® 5/16 48 lid common- 4 2X4 wood Hem - Fir 24 0- 15 182 165 150 1 141 128 116 47.7 07 085 1.03 h560 1 0.85 1-4 1 0.18 20 182 160 146 141 124 113 47.7 07 09 1 08 t 0.85r14 018 25 182 157 144 141 121 ill 47.7 0.7 094 1.12 1 085 0.18 30 182 154 141 141 119 109 47 7 07 098 1.16 1 085 018 35 178 151 139 138 177 108 A7.7 073 107 7.79 1 0.85 018 40 174 149 138 135 116 107 47.7 0.76 1.Oa T2 1 025 0.18 45 172 147 136 133 114 106 47.7 0 785 1.065 1245 1 0.85 018 50 169 146 135 131 113 105 47.7 0.81 1.09 127 1 0.85 0.1855 16714413412911210447.7 083 1.11 1.29 1 085 018. 60 165 143 133 128 ill 103 47.7 0.85 113 1.31 1 0.85 14 0.18 100 137 121 114 106 94 88 7.7 099 126 1.43 h>60 1 0 85 1 8 018 HardiePanelT 5l16 48 4d, 0.091 in. shank X 0. 225 in HDX1. 5 in long ring shank nail 4 edge 8field 2X4 wood SGz0. 36 16 0- 15 144 131 119 112 101 92 30 0 07 085 1 03 h560 1 085 14 OAS 20 144 127 116 112 98 90 30 0 07 09 1.08 1 085 14 0 18 25 144 124 114 112 96 80 30.0 07 0.94 1.12 1 0.e5 1A 018 30 144 122 112 112 94 87 30.0 07 0.98 1.16 1 1085 14 018 35 141 120 111 109 93 86 30.0 073 1 01 1-19 1 085 14 018 40 138 1 118 109 1D7 92 1 85 1 300 076 1.04 1.22 1 0,85 1.4 01e 45 136 117 106 105 91 84 300 0 785 1.065 1.245 1 0.85 14 018 50 134 116 107 1 D4 89 83 30.0 0 81 1.09 1.27 1 0.85 1.4 0 18 55 132 114 10fi 103 89 82 30.0 0.83 111 1.29 1 0.85 14 0.18 60 131 113 105 101 88 62 30.0 0 95 1.13 1.31 1 0.85 1.4 018 100 108 1 96 90 84 74 70 30.0 099 1.26 1.43 h>60 1 0.85 1 8 0.78 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 1 info@jameshardie.com PtIFt 2012 IBC, 2014 FBC 2012 IBC, 2014 FBC t Sr- Q4 G7• L O RIO p:`f '• S\ aTEID u0',V0\\` Coefficients used in Table 6 calculations for V>„ Allowable, Ultimate Design Wmd, Speed, V,4, 3-second gust mph) Allowable, Nominal Design Wind, Speed,t1 Vsa 3- second gust mph) Applicable to methods specified in [2012 IBC, 2014 FBC) Section 1609. 1 1, as delemuned by 12012 IBC, 2014 FBC] Figures 16D9P., B, or G Applicable to methods specified In Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 1609. 1.1 Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height' feet) B C D B C D Allowable Design Load PSF) Exp B Exp C Exp D K. K. C-C. CiCy 0- 15 198 180 163 153 139 126 56.6 0 7 0.85 1.03 h560 1 0.85 1.4 016 20 198 175 159 153 135 123 56 6 0 7 0 9 1.08 1 0 B5 14 018 HardiePane]( D 114 48 Min. No 8 1 in. long X 0. 323 in head diameter ribbed bugle head screw' 6 Min No. 20 gauge X 3.625 in. X 1. 375 in metal stud 16 25 198 171 157 153 132 121 56.6 07 0.94 1.12 1 086 14 018 30 198 167 154 153 130 119 56.6 0.7 0.9B 1.16 1 0.85 1.4 0.18 35 194 165 152 150 128 118 56.6 0 T3 1.01 1.19 1 0.115 1 4 0.18 40 190 162 150 147 126 116 56.6 0 78 1.04 122 1 0.85 14 0.18 45 187 161 148 145 124 115 56 6 0 785 1.065 1.245 1 0.85 1 4 0 18 50 184 159 147 143 123 114 56.6 0,81 1 09 1.27 1 0.85 1.4 010 55 182 157 146 141 122 113 56.6 o.B3 1.11 129 1 085 1.4 0.18 60 180 156 145 139 121 112 56.6 0.85 1.13 1.31 1 0.85 14 016 Too 149 132 124 115 102 96 566 0.99 1.26 1.43 h>60 1 085 18 018 D- 15 146 132 120 113 102 93 30.6 07 085V1. 245 h560 1 0.85 1.4 0.18 HardiePaneM 1/4 48 Min. No 8 1 in. long X 0. 323 in head diameter ribbed bugle head scrawl 6 Min. No. 20 gauge X 3 525 in. X 1. 375 in metal Stud 24 20 146 128 117 113 99 91 30.6 0 7 09 1 0.85 1.4 0.16 25 146 126 115 113 97 89 30.6 0.7 0.94 1 0.85 1.4 018 30 146 123 113 113 95 88 30.6 0.7 0.98 1 085 14 0 18 35 143 121 112 110 94 86 30.6 0.73 101 1 0.85 14 Ole 40 140 119 110 108 93 85 30.6 0.76 1.04 1 0.85 14 018 45 137 118 109 106 91 85 306 0 785 1.065 1 0.95 14 018 50 135 117 106 105 90 84 306 081 109 1 0.85 1.4 01B 55 134 116 107 104 90 83 30.6 083 1.11 1.29 1 085 1A 0.16 60 132 115 106 102 89 82 30.6 0.85 1.13 1.31 1 0.85 1.4 0.18 100 109 97 91 85 75 70 30.6 0.99 1.26 143 h>60 1 0.85 1.8 0.18 HardiePanells) 5116 48 ET& F 0. 100 in. knurled shank X 1. 5 in long X D in. head diameter pin fastener" 4 edge B field Min. No 20 gauge X 3.625 in. X 1. 375 in metal stud 16 0- 15 198 180 163 1 153 139 127 56 7 0 7 085 1 03 hS60 1 085 14 0 16 20 198 175 160 153 135 124 56.7 0.7 0.9 1.08 1 0.85 14 0.18 25 198 171 157 153 132 121 56.7 0.7 0.94 1.12 1 0-95 1A 0.18 30 198 167 154 153 130 119 56.7 07 0.98 1. 66 1 0.85 1.4 0.16 35 194 165 152 150 1 128 118 56.7 0 73 101 1.19 1 0.85 14 0.1e 40 190 163 150 147 126 116 56.7 076 1.04 122 1 0.85 1.4 016 45 187 161 149 145 124 115 56.7 0 785 1.065 1.245 1 0 85 14 018 50 184 159 147 143 123 114 56.7 081 1.09 127 1 085 14 0 18 55 162 157 146 141 122 113 56.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60 180 156 145 139 121 112 56.7 085 1.13 1.31 1 0 65 14 0.16 100 149 132 124 115 102 96 56.7 0.99 126 143 h>60 1 0 85 1.8 0.18 HardiePanelg 5116 48 ET& F 0. 100 in. knured shank X 1. 5 in. long in. Xhead head diameter pin fastener' 4 edge 8 field Min. No. 20 gauge X 3.625 in X 1. 375 in metal stud 24 0- 15 153 139 126 118 107 98 33.7 07 085 103 h560 1 0.85 14 Ole 20 153 135 123 1 118 104 95 33.7 0.7 0.9 1.08 1 085 14 0.18 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 0.85 1.41 018 30 153 129 119 118 100 92 33.7 0.7 0.98 1.16 1 O 85 1 4 0.18 35 150 127 117 116 99 91 33.7 0 73 1.01 1.19 1 0.85 1 4 0 18 40 147 125 116 114 97 90 33.7 076 104 1.22 1 0 85 1 4 0,18 45 144 124 115 112 96 69 33 7 0 785 1.065 1.245 1 0 85 1 4 0 18 50 142 122 173 110 95 88 33.7 0e1 1.09 1.27 1 085 14 0.18 55 140 121 113 109 94 87 33.7 0.83 1.11 129 1 0.85 14 0.18 60 139 120 112 L- 93 87 33.7 0.65 113 1.31 t 0.85 1.4 OJB 100 115 102 95 89 79 74 33.7 0.99 126 1.43 h>60 1 0.85 1.8 018 1. Screws shall penetrate the metal framing at least three full threads. 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4 Vult = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBC] Figures 1609A. 160913, or 1609C, ASCE 7-10 Figures 26 5-1A, 26.5-1 B, or 26 5-1C 5; Vasd = the nominal design wind speed applicable to methods specified in Exceptions •l through 3 of [2012 IBC, 2014 FBC] Section 16D9 1.1. 6 The wind speeds in 12012 IBC, 2014 FBC] Figures 1609A, 1609B and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3. K=1, Kd=0.85, GCp -1.4 (hs60), GCp=-1.8 (h>60), GC,=0 18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEe BRAND FIBER -CEMENT PANELS TO WOOD, FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. io96lELM AVENUE ---.. FONTANA- CA92337, TABLE OF CONTENTS PAGE COVER PAGE EVALUATION SUBJECT 21 EVALUATION SCOPE 2 EVALUATION PURPOSE 2, REFERENCE REPORTS , 4 TEST RESULTS 4 2 2'. TABLElA, RESULTS OF TRANSVERSE LOAD TESTING TABLE . 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10- O.C. JUSTIFICATION OF,USING THE RESULTS ON,LIGHTGAUGE_ STEEL FRAMING DESIGN WIND LOAD PROCEDURES TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p- '4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4. TABLE 4, ALLOWABLE STRESS'DESIGN C&C,PRESSURES EXPOSURE C TABLE 5. ALLOWABLE STRESS DESIGN-CiC PRESSURES EXPOSURE D 14 - TABLE 6, ALLOVABLE WIND SPEED (MPH) FOR HARDIEPANEL' SIDING 5-6- AS, PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE %VTTHTHE,, REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA:BUILOING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY. RONALD 1. OGAVVA & ASSOCIATES, INC. , 16835 ALGoNoUIN STREET '#443- HUNTINGTON sEAcK,cA92649 714- 292-2602-. 714- 847.4595 FAX- cc STATEt4j / I ROIvtD L OGAMASSOCIATE3, INC. 16E35 ALGONOUiN STREET •443 Ht1NnNGTON BEACH, CAS2549 T) 714-292 --'602,' 1T) 714-847.4595 PROJECT: RIO-M8-15 EVALUATION SUBJECT HardiePaMim Siding James He;" hodud Trade Haness covered In U%b evaluation: HarduParWC Sidsg. Crnp81140 Sidrtp. Prsva>I' Panel Srdag EVALUATION SCOPE: ASCE 7-10 2014 Flonda 8drq Code 2012 m2ernac,md Biel7ro cods 20'.2 kear udmrid Residential Code EVALUATION PURPOSE. Ttis anaiyai is to Carmine M m i-m m cosign 3-wren gust rend speed to be resblsd by an awm* d ffetdAPa W (C.mpanal, Prevai Parisi) acing lasterred b w*W t•.rnnps on eetw wcW a frww framing with nab tr saerva REFERENCE REPORTS: 1. ueenak Ropod 1020243610OO4MA. Treewwwm also lost an HaroisPrwi, TEST RESULTS: Table Ia. Results of Transverse Load Tuts g Frams Futenr Wamate Albrihia Teal Thid,oss Speckv Sprang Fastmsr Type L.osd Design Loed' Room Number A2vncy 1n N4d-h M I Frame Tros an An 1 end Omenak ru Ft PSFI FrTrrs Moos 1 C2024363COQa01A k1MM1sk 03125 46 2X4 wood stud, 344' 0 & by 34' 16 6 Nay a X 125' Ion„ X 0.323' HD 1 W.2 3b p tttrou,'xt /interswideSPFMingdtbodbulktreadassess 102024363COO-001A bu~ 03125 48 2X4 wood O cL 3t4' item by 3.5 16 6 No. 8 X 125- lag X 0.325 HD 131 A 43b pug traough ride SPF lucre ribbed bupN Mad .os.s 102024303COO.001A Imerlak 0.3125 48 2M woody "' by 3 16 12 Noted n2 X 0sUr t`1O 106.1 454 PA 1tllougn PF Mnp 102C243aa3cooO01 A nteralt 0.3125 46 2X4 wood aura. wa, oroc by 3 5' 76 6 O.=* &Aank X 0.215' HD x 1.5' t17.6 02 PA u roviin RracurrewideSPFhagIMpringsnarwMil1021tt4] G3Ct)O401A Intsl.k 03125 4D 2X4 w000 aura, 3W buck by 3.5 2a 6 No. 6 X 125' WM X 0227 HD d2.T 27b psi vmugb nraefus rid. SPF hg dtribbed bugle head eaews 2. Aapwan o Wad is dae•mrAd ban Wands land dvioad by a tenor of safeq bf 3. 3. HardrParM Sdmg wnplin wtdl MW Cf 1 a6, SfF WwO 4wd6caewt row Grade It. Type A Abn-asoesas Fibe-Cerrr.rd FW Sneers. Table 1b. Analysts of Allowable Load fm as Screw at IV O.C. aD Screw Spoong Faslerw o tm D 12 10 Frame spacwV (m 16 16 16 Faaww ThbL=ry eve f8' O6g 1.33 111 Mk bie toad Iod - a3 6 1, ' U.2 111 AZU&l fastener bad f1b 36's 472 43A he t2a.WW toad for 06 sasw at 10' O.C. was taLZdated ea bh a svenpe d Me test MS&A br r cv 12" O.C, The s3owadb l6ad for se saw ad me spa;ig of 10- O.G Iim hrr'rV can be calCuls:ed by krtrrpdtatnp ft rau/a of sane 1as Wier at 6' rq 12- O.C.. ana bM terra nad sane Lau. mode d ww"Ar PLO trtmugtt from tM parwt_N stto vat in Die table, the afowab4 bad for eD so e" 4WCttlsd sl 10' O.C, to wcod hslxg is UA pat. JusttAcatlon of Using Vw R.stdb on Light Gauge Steel Framing In Cie ctClen mrdmtKtbOna. sC Laun.n lain) eoaaal4 to Jana* aMy, so whodtsr trw Wm v in =Loud Id wood or steal tnrnwg does no ailed panels' taisysne 4:ad capsaiy. t"s ON proiecl rgmsef s MWM% 1W4V to ensun Ins Mrm; at:apmlem srq hams g memsbste 10 tWv* s.dTCWM Intl CspaObaa. . k lei • .. , t __. ,•'. 2 RONALD 1. OGAVAASSOCIATES, INC. IW35 ALGONOW N STREET *"3 HUNTINGTON BEACH. CA 92649 7) 71,1-292-2802; (F) 714-8474525 PROJECT: PJD-2578-15 DESIGN WIND LOAD PROCEDURES: Fstw-cwmm siding rancrerce tow capwly (w-d bad oPaoM is dabK:nalod vm olmphance teas, to tatnvww bad naaorx as, r-anaards- V,a ro trolls oorso load tss nG an aL-wabla dawn bad is detanttsled based on a factdf d safety of 3 apPW b the Umnam mat bad. Equation 1, gF0.07256'7l'.'Y„'i(,'V° OW. ASCE 7-10 e.7da:an M3-1) - q, , valoaty prtisura at hrilht z K . wrW*Cq OV"Um exposure CoafLCaerd avaluxled at h9.44z Equation 2, K, - rind amci ewy fora V , basrc v4m speed (Ssec and pub MPH) as OrAnnin6d nom 2012 WC Fqures 1009k S. or C; ASCE •7.10 Figwas 26.51 A• 8, or C V• V. pat 2012 In Seslran 1602-} deam") V. , ullenam design wind speeds (3-second Gust MPH) deiew1nv100 train 2012 MC Flpurea ICMk S. or C. ASCE 7.10 Fp-.w ss 26S1h 8, or C EquaAidn 3, p•q,'(GC,-GC.1 (mf. ASCE 7-20 aqualian 30.6-1) GC_, prudud Of @"TW Pressure doemciant and GLMM46Kt tat]t7f GC. , PrWuet o1 egamsl p(essuta caatdtaem ud PE-0001ACIM p . desk pr-- (PSF) to siding (aso,vab4 dWn bad for "kW To dommxne m4n posum. sirbs:sure q, ido E7 -b - 3, Equation4, P•0OC15C'1(,'K„'Yti'V''i.-GC. Atowvable Shen Design, ASCE 7-10 SaQ6W 24.1. bad con%WnWion 7 Etµ %m i, 0 6D • 0 6W W ASCE 7-10 aeeeon 2 .i, bat ccrrk`rYbon >i D , dead bad W , wwc bad To dasrminn the AftmLbw Suns DVzVn Pnsu M aXty the bad Acc0rlr W lwnd) horn EeJaran e ro p (desipn Pam") omw- Mnetl ham egvsW 4 Equation a, P.,r • 0.t3'Ip) Equation T. per. • 0.610-00756'KKWK.* V.(GC.-GC.)) E4ua1ah 7 is used to PCPwAIe Tsbk 3, , and 1 To determine n1e moo -Ads ,xU7laroboix wand speed Jdr Hard* s4M h1 Tank 6. sawn E?Usfiw 7 for 1'. Equation 1, V. •(pJ06'CD025E'1C,'K„'K.'(GG-a..)!vs APy ca-' 4v to methods pspW sm Eazookons 1 rMo 0 3 of 2012 )9C SeGon 1604. 1.1., to oefonmm toe acowaole nomrW deign wind s, eed (V&s.4) for;isrde Sm*V in 7aa)e C. a'yyr:_be m-; rsrrn fmrwfa below. Equation a, V— • V. • (0 6 f' (rrrt. 201218C Sczf.00 160;1.1) Vim, , NorwmvI fksipn wind speed (3-seowid pus; rrgh) fro!. 20(2IBC S*=cr1 IW2.1) v OGA 1''w1f STATE FLOft10 If 3 RONALD I. OGA"AASSOMATES, INC, 16935 ALGONOLPINSTREET S"3 HUNTiNGTON BEACH, CA 92649 T) 714,292-2602; n 714-8474525 PROJECT: RIO.7VS-15 Tab" IL Cooffider" and Constants used In D&wnimining V and p, 7 Table 3. A13-abl. Urwas . Design - Spad. - Wind Exit I — C!cry 8, M Caodding (4C) Pressures (PSF) to be Resisted art Varlom Windpro8 M MEMO Table 4, Allowable Sus" Design - C*nWorwM and Cladding (CAC) P;4*um (PSF) So be Avokled at Various Wind Spo*& WIMI Exposure Calm!ry C.; vm Speoc a-"=" a.=) luo 105-t. 110. 115 120 139) 1 1 1 I'D I I fie g (n) c 0.15 1V3-- T,-7 M- Ma- 341 353 Z 9 63-3 701 77,3 70 18 7— 205 7--3- 22 T4 —6- 7X7 314 36 A 4tri 42 .7 194 21 A 326 3a 6 70 0 747 6r_5 30 rD -2- ff-3— 245 4-6-7- 29 I Z14 _2 3-9 6 Z5= FT _67 5-6 4 z —S 73.5 40 ro 20-r- 25= 2 r6- W 0 7=25 4-0 8 Q r-3= W--2- ZYT AO 264 A!, T2= 7 24-2 266 2-6 1 3LG b?,I - 431 fE -9 506 P=.- III •F E' F-72 r.' 0 W2 - 55 4471+ 7 iu. 1 -bb2 - 1 41,15 e tie 14—DdA I I j I 1.. 11 d. 1DO 1 - 126 1 .356 11 -3.9 4 1i.43,1 1 -469 55-0 1 .636 1 -733 1- -63 A -I W I - 1 -105,5 1 -1176 133=. Table 6, Allowable Svmi Design -Conilponant and Cladding ICK) Prossarat IPSF) to be Rmabftsd al Vaemw Wind Spoods -Wind Exposuro Cat"o 4 j - ._. , r imSpa" ( 3-secong 9,M) IOD 106 110 11.6 120 130 140 150 160 110, 1 lit I We IIID 70 -'. 77 o 13 0 5--D- D_ D 0 D 21.2 234 M7_ N -I S5r_ 33r- 416 4118 544. 614 66.6 20 U — 3, 246 27.0 260 5 32 1 7- W 1, 574 ZR- 722-- WA- 89.1 SIQ 153 2 0 Nu I a 74 —0 T' A 42 A 1 30•Z-_ 464 290 31,6- 4 4E.,9 538 35 249- 2 1 7 732.!_, e3 7-9 5 - 7:t10 —fi SZ,7 083 45 23= 2a 3 M —i m 5- 33 X3 —4 STY- Zs= T4 —2 • VT- EYT- ii so 6 19 1 q=Eq 1.1 Aa.1 1 76 6 H. 1 106 4 117 A- owz 53- 2 62b 1 -7;.,b I b22 1 -946 I WAS 119.6 t .13a4 1 --147.9 Tables 3. 4. and 5 are based an ASM 7-10 and conslawnt wch Vat 2012 W_ 2012 M If if CC FLOIROj 610 . N - lo Xe 4, K' Rl, G^.•4YJ4 /,: S.h^.u,TES. U'^. AMES KARDE SirDM PR=U--M. W-1 Ibt]5 ALGOr.'^l67•I STREET W3 I_M- { 343 HUITrIN2TON lzA: et CA/261/ nlo./•nt';fnfOeAez Tl4.2S2.2o0" (Fi 714 t4T asp PRC.ECT. RIO2"11-15 TOO R AMPM" We,/ Opt/ IMPh) to FArdMPW W iWMG (An1"C4, A404 h ASCF 7.10 ChWMp f 30 CLC PW! I I.d Pert 2f, i S- tA3,w.r,I., Aigt,rO,n o-.t,.rm 1 .7: r DR,pI VA d tirr V. noru r-ot,,ti mwt ncni - ^ { -- • -'- 1 _. :1• _i • L.Pa-+y-, ,. 'wwa r ..rlr rR' 'i 1 - I -` .. --- - w,W-2C, V 1111•N:sfpw.l{7M-t, rff..'"3,OritO 1.1. ~ - y ` ',• •• 1. .. Na'JI,Y•. iaYfi. Rt>1Wt'• I `` +• ti r.. R lMurl Mrfint,n ThauLas Welt 1pq F114r.11 it•.L Fa\r•r, Ftr IyM @.11MioK 0+a1!9 N.'0 .1. Ar.ti.t yc'• a E.v rot C' il 'V Ha:3aP lal H S4M1 1 Wit" l 3'1,•0 03:7 tQ Otn= trtr•. 1 r O C. wM rIJ^ 2lu 9M 1t34 tlww+t W Ii kby3/' 1tn•lr.•I V 4L 1/"1 Dal 1pY a 5p 14a 115 t23 421e o10 DC Ip t" bl5 Aa A. Il< It70163170i55, uM- l32 UO J\-• Ol5• owl 1P 1p3 lm UZI. 1ii 17p 11M AC CA QW t17 Cr oz a• na Q+a a1. 3O 1o3 1113 SC' uM 126 116 436 i on Ow 14 16, 1" 10'3 1ae 14 13. 11< Af on III t 1, EY• cLE 1• la DI. 7 l47 15] • up 41 27' li3 tls•1 La Iu r 40- iT. Iw III, t33 110.. 1DL 23t• Cr I-1\ t Ol. 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Ia c+t04113312] 1" 41 D7. t. 1 13, I= f1. 1 . i. - ac.- c.r• w ST I Otl w• O LS 1 l 1T 11 tpI 1J Y• ca Inew+ a Q,. IIL W V it Ct 1]. too 17a y 1 Iw IJ 1U' to t- Lr IM ct! i M , No /A t brioC23'Mp bw i i,_Dc feD GIw Y 2DD..\r.t 6,/ Inh IW lr 7{ 0-13 137 142 12Y 1)1 Ito 100 y. - C19 on 1 'a 1 caDa OILnuEL713MLiJI110hramLlppw1p• 11 1"a t K 3L• C*1 Caa tt: Gr D1. t_ 1-2 t), 0] M Z. t>D te 11\ 3 1 1 I`10, Jsa in S. 1!a 1 ii 116 110 Ito 0 A, CIL 1y' wbl. aIt41. Ii 113<„ I OH IN to• 1S1'. MHI3in. n 11 111 tC ei M. , Ca.+ lh I:v 11, 11V St f0 6. 100 to 1i 3•a en lx 1u rAX.I t on Aa ct, I M.nl.pv+N t'1/ 4a I I NQ/X l i`kMy 0'C w, r 1OLI O W.,r. a CO[, f.•.. 91•t .,I1Ir 20 /• L•wl N-M yy 31,e1,gxr t10. .w y ro..• r It 4 121 ii. ID., 07 11i 01O' 00 IID I I Q6TC 1. Iec•rt1.1 1 aC AIL nn Ob• 1? 38 rtt 1^' Q rL cn• pM I: toOM eu01. 3 t t c:: 0\t 14 31 135 1* I. tf' 7c '- On iel S 1. ca: 01< 1 1,:-1 1 otlttl t a CMD4 j 13, li. ICI F Q7. 1C. TS 17 1 as 1 On y 1 55.. W i IIy lb D t1\ 1CC CHr it 1.1 n 1 Ica Is t"L w t+• 1Ylw+•c•.•1•f ti t'lb 4 i 1 001a: C2aSf'rt6X7T tIRQ 1MKtiL t CD,C. K Fa L. L.tWr 7D /. LWI• LSM• n.a•. wawua 4Ati 1to G13 y Im 1:3 ti3 IN tl• pCJ nn 1G, t0-. 1•. 1I RC e m S,rbu3oIM103UsI<3 176 11.5 AS: 070 of 2e IM} ISp laL I43 11] Its a4l C19 cw t1 OC ea, ta Ia Ia C113DI&$ 156 1.3 142 111 Itt fJ " OlD O.I, ttG u 1 1 1+ja Ilz Lc TtL tip oli Q, 1L e•t Llr In i±+ 1.2 S.2 17 r tot cI IC', I On cII lr a,. 43 t>a l63 tM t33 1e- ILT o1• Ito LE -' l;1 tM I]7• ice 113 tfat 3 • nM 1M 1S` Y1 UO 1.7 IS& 131 t14 I IDS eY 11 121 p.t oft O•tYD1L! 1a1 1aS 13:. 111 Ip C!± It) IT I33 1t6 1^. Ve 80 YS eir 17, SU t.W 1 Qtl tr e1a M'f+'r,Y.••,•.,•tslty3lL•trW.1.rly.f•rpYw.+wnt'/Vr.iL.+tsl wlrLwrswNalu MJ Q•12nrI Ky.1 - t„•••,LgtYlt Y Y.Lti,.•OV U C 4 w.we rr I f.e.•1tn ' ttYt •{,rt rlrl •...n'rw• Lw Nrt1•.' 4,Iwe w a`i-r t•13 dlulr 1II r;AC t`n 1.1w M a; F••1. Xr'1Y OC.•-1./n1/Et GC.•-11 pdoa, Gti-0 V 7,fwndlC-..iMC.7•ot wvM:.wtr'VMt.ww.1. 1.I..Itw<M Wirlwa t L I,waa Y.ra rw•Lrtw,w •t4,.1 Lw •ttn4 ' L Ya,L, •.0,1 tN• Y LPO,c P4 RC C I !••'t"!"' 01M,-"=.I'.wL Irwal Fes:, M'.•".'1 w P3C Mi] It t1DC'L: MAM W`IEe LIMITATIONS OF USE: 111n Hpa Veh xMy Kn,=r 241.3 04WM mtO pet U•bnr7.0e Cowgl FI'itda, NOr.15"01=04, -- R7. OCAN/1 "=LATES. DC 1111135ALG77P. M ETREET014/7 HUKTWT0N GEACK CA OW m T14•82.75Z 67 7144.T-45Y5 PROJECT: MID-1 5-15 iAaaES HARE DiR.Da:D PROWIM, WC, i' 545.1147.7W iq* c*r.ahrll xD- Tabfa 5, AWaabr WsW 5;0" VAPW for Hititlr MRW SAiM maahDGo muff"A" a0 ut Ptvt i Now h' rt t _ fr' •• - - ,...+, . tom. -. _ .`. - - - • - - _ T y' i. -, i 4 '• _ .. r .. ... ,' P.•trR +Wy , B..ra •nMl _ . -- - - • _• 1 •__ 7gi•. 1r /tab t,t.r r1.flnGaM'Y t• ~ frrt " Palisc, r__. r.j .. _._..,+..-..t..... _. A... .. w r ,. _ at• H4rMC. afRW. \. '..hGa..6tplgf.L .. _.. 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MnfOt UatrTATOKS OF USE: 1) in Hph Vakc y Hwmn 2Lna 01*0 dotal Frf IWtsDbr C di FTa.taa. NOA i15l,t4' pG A Wq ,L S SIPTE 0 SsIoNA' TS' REPORT NUMBER: 102024363CO"01A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER 1NTERTEK 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 1.OGq ' 21 Report of HardiePanelS 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 or intestek's Client and is provided pursuant to the agreement be:rreen intertek and its Client. Intertek's responsibility and liability are limited to the terms and condttians of the agreement. Inter rek assumes no liability to any party, other than to the Client rn accordance with the agreemert. for any loss, expense or da ,mace occasioned Dy the use of this report Only the Client is authorized to copy or d-s:ribute this repr. t and then oniy in its ea:ire: y. Any use of the Intertek name or one of its marks for the sale or advertisement or the tested material, product or service must first be approved in vrr:i rg by lntertek. The observations and test results in this report are relevant only to the sample tested. This report by itself noes no: imply that the material, product, or service is or has ever Been under ar7 Intertek cent?`,cation program. James Hardie Sanding Products, Inc. Report No. 102024363COO-001A 1 Table of Contents April 30.2015 Page 2 of 7 1 Table Of Contents.............................................................................................................. 2 2 Introduction........................................................................................................................ 3 3 Test Samples..................................................._............_.................................................... 3 3.1. Sample Selection ..... ....................... ............................ -................................. ............. 3 3.2. Sample And. Assembly Description............................................................................. 3 r 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning................................................................. ............ 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 I 1$I'lIrrriii' D,c 1 SSIONP"- r trrtertek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane I'IAVertical Siding d;/ .lamesHardie EFFECTIVE SEPTEMBER 2013 IIIIIINIM INSIALLANON REOUIREMEM S RESIDEN', IAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS'0 PRODUC ES Visit vrvwj, meshardle.rom for the most recent version. SMOOTH • CEDARMILLm • SELE.CT SIERRA 8 - STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTMI PRODUCTS OUTSIDE AN HZ10" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt ioints, 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. p CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station so that wand will blow dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in wading area. 2 Position r-urtfirig station in weli-ventilated area 2. Use one of the tolla ving methods: a. [lest I. Score and snap ii. Shears (ma-ival, electric or paeumaticl - NEVER use a power saw indoors b. Better; I Dust reducing circular saw equipped with - NEVER use a circular saw blade that do -es not carry the HardieBlade saw blade trademark HardieBlade' saw blade and Hr'PA vacuum exbaclion NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: I. Dust redmm circular saw with a HardfeBlade saw blade jiffy to for low tomoderate cutting) Important Note: For maximum prolIxtion (b'rrest respirable dust prodxton), James Harcee recommends always using 'Best" -level catkig metyA where feasible. NIOSH- approved respirators can be used in conjunction with above cutting Practices to further reduce dust exposures. Additional e4lom information is available at vrr mllarnes hardie can to help you determine the inost appropriate cutting method for your job requirements If concem still exists about exposure levels or you do not comply with the above practices, you should aN,ays consult a qualified industrial hygienist or contact James Hardie for further info mMion, slxieaia GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial] Multi -Family installation requirements go to.www-JamesHardieC miner ial.com HardiePanel9 vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See oenemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreertffurrjng) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapO Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs 5.6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, Such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidin in Fascia or Trim apalications. Some application are not suitable for olorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie• Products. For larger projects, Including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners. caulked (Not applicable to ColorPlus' Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig, 3), Framingmustbeprovidedathorizontal•and vertical edges for nailing. Figure 2 Figure 3 water - resistive HardiePanelverticalsidingmustbejoinedonstud. barrier water -resistive barrier Double stud may be required to maintain minimum edge r r 2 4 stud wain-ressbve water -resistive \.9 / l \.Y 2 x 4 stud parr er barrier nailingdistances. ^ Figure 1 water - resistive` barrier — J A_:1 — sheathing h C. keep nails t' i 3/ 8' min. from panel I edges f r plate I keep fasteners 2'- 1 awayfromcomersireI,- Nr TJ Batten Joint "H" Joint water - resistive barrier 2x4stud Tom_. leave appropriate gap between panels, than caulk' Caulk Joint g4ot applicable to ColorPlus* Fnish) Apply caulk in accordance with caulk marufaC, urer's written application instructions t For additional information on HardieWrapT^' Weather Barrier, consult James Hardie at 1-866-41-lardie or www.hardiewrap.com i .— upper pane 1y„ a Donot9pup panel Do not f l4' gap Caulk Caulk i Z- flashing f 2-flashmg t decorative be,, id board lo er lower panel panel Figure 4 Recommendation When iris", ailing Sierra E provide a double stud at panel joints to avoid nailing through giooves. J1, WARNING: AVOID BREATHING SILICA DUST James Horde products ewitcm respirable cry=- lime sdra, winch is known to tie State of Oal,fomis to cause cancer and is considered by IARC and NiOSN to be a cause o' cancer from some occupational souites. Breathing excessioe amounts of reso:rabie silica dust can also cause a disabling and potentially total lung disease called silicas s, and has been Inked wRb otherdseases. Some stud,es suggest smokma may increase these rise During nistallation or nandling. (1 ) work in outdoor areas with arrpic ventilation, (2) use fiber cement shears to' cutting or, vihe,e net icasible, use a HardieMade19 saw blade and dust -redwing crctdar saw attached to a HLPA vacuum; 3) wain others n tre immediate area, (4) wear a properly -tined, NIOSH-approved dos! mask or respirator (e.g h-95) in accordance with aapiicahie government regulations and manufaclurer irsnuctions to turtner lmilt respirable s.Iica exposures Carina cle&n-up, use HE?A vacuums or wet cleanu^, mettrods - never dry sweep For further mtormation, refer to our installation mstructons anc Material Safety Data Sheet avadaae at vrww jamashardie-com or by calling 1-800-9HARDIE (1-830-942.7343) FALURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOJS PERSONAL INJURY Oa DEATH HS1236 - P1/3 1/13 0. CLEARANCES Install siding and trim products in Maintain a minimum 1 " Maintain a minimum 1 " 2" clearance At the juncture of the roof and vertical Maintain a 114" compliance with local building code - 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie" and decking material. shall be installed per the roofing the bottom of James manufacturer's instructions. Provide a 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. Figure 5 stud Figure 6 siding 11 J, I r ate 6" min. I loundahon Maintain a minimum 1" gap behveen gutter end caps and siding & trim. Figure 9 41,1 ill'' gutter and end cap siding waiter resstivebamer deck material 1"-2" mi i foist I flashing ledger the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 6 page 1. C1I If1I1TT"l.1I 1 ,'1"-2'min Do not briogefloors with HardiePanela' siding. Horizontal KICKOUT FLASHING jointsshouldalwaysbecreatedbetweenfloorsQig, f 0). water- Because of the volume of water that can pour down a sloped Resistive 1, I roof, one of the most critical flashing details occurs where a Framing Figure 10 Barrier I I f roof intersects a sidewall. The root must be flashed with step Flooringflashing. Where the root terminates, install a kickout to deflect r m °nratwater away from the siding. It is best to Install a self -adhering membrane on the wall before the subfascia and trim boards t ` 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 I' Sheathing intersection, install a "kickout" as required by IRC code w i R905.2.8.3 : "...flashing shall be a min. of 4' high and 4" fascia HardiePanel• wide." F FAI James Hardie recommends the kickout be angled between 1000 - 110' to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 1r" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot - dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, Jarge bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical 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). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood training, 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 availabic. Do not use aluminum fasteners, staples, or clipped head nails. Snug rL Flush r- L Countersunk, edfill &add nail Ilp Figure A Figure B do not under drive nails DO NOT STAPLEFigure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2l3 8113 O CAULKING For nest results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI quad as well as some other cau_ (king manufacturers do not allow tooling. DO NOT caulk nail heads when using ColurPlus products. refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint, or powder coating on James HardleO Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications'. Back -rolling is recommended if the siding is sprayed. COLOR PLUS2TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie(D ColorPlus& products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPluO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelQ siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course, Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlusm product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie- Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, -and application temperature RECOGNITION: In accordance With ICC-ES Evaluation Report ESR-1844, Hard'ePaneIG) vert;cal s cing is recogr.¢ed as a suitable ala rnate to that* specd+ed in -the 2006.2DO9, & 2012 International Residential Code for One -and Tern -Family Dwellings and the 2006, 2009, & 2012 Inle r+atiora! Buildu+g Code. Hard;el anel vertical s1cing :s also recogoteed for application in the follow ng: G)y of Lam Angeles Resea ch Report No 24862, Stare of Florida listing KOK, Dade County Fbnda NOA No. 02-0729 02, U.S Dept of HUD Matenals Release 1263c, Texas Department of Insurance Product Eval.izbon EC-23, City of New York Iv1EA 223-93-M, and California DSA PA-0i 9. These documents should also oe consulteo for addaxxtal information concerning the sutabil.ty of this product for soacd+c appl+cahoas. 2013 James Hardie Bmidma Products All nahts reserved. R TM, 5M, and ® denote trademarks or registered trademarks of Additional Installation Information, Janes HardieTechnobay Limited C is a registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited, ' www.jameshardie.com HS1236 - P3/3 6/13 MIAMI•DADE NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w1Yw.miamidsde.goy/econornv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control 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 1310.9.2 and 1710.9.3 on soffit panels. RE' NEWAL 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 perfonnance 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 N 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. 15-0122.04CMIAMIMADEouNrrExpiration Date: May 1, 2017 Approval Date: April 9, 2015 Page 1 - James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. O3 /3o1Z01 Carlos A Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 DETAI.4A C Nel flaws WALL LENGTH Stud Spacing at 16" O.C. B-4--- I ( I i is ifREKLSEb rfw+ V tiaieo a rss BF-- i I Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding 1 Water -resistive barrier per Florida Building Code Section 14042 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 618" thick / 5 ply APA rated plywood sheafng in accro¢iance with Florida Building Code Section 23223 Water -resistive barrier per Florida Building Code Section 1404.2 2" X 4" S-P-F Wood Studs HardiePanel, S CTLON 3 Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION HardiePanel®, CernpaneM, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant — Planks installed over 5/6" thick / 5 ply APA rated plywood sheathing HARDIEPANEL,_CEMPAEL, PREVAIL PANEL SIDING 1NSTAUATION DET&ILA All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 23223. she siding panels shag be installed over 5/8' thick / 5 ply APA rated plywood sheathing supported by a minimum of 2IX4" S-P-F wood studs spaced a maximum of 16" O.C. Note 21 The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 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 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 Phone: 909-356-6300 SLZE FSc a No Fax 909.427-0634 A Creator E Gonzales SCALE 1/2" =1'-0" DWG NU REV PNL- PLKSOFF 1 Date: 4/24/2013 SHEE17 1 OF 12 Fastener Spacing per Florida Cladding Building Code Section 2322.3''{ 16.00in. Framing I PReDwrSEVIND Fastener Spacing per Florida I• I Sheathing ern*Vwbtwfl"'d' Building Code Section 2322.3 I• i s>eCoid I I i t 9100rrfii/G mowcrREWsW as caow$yimg wish the Mimi" Accepwam Na By I , :_ Ili Ftodnd CenbviF4NA FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 CLADDING THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION lames Hardie Building Products, Inc. 10901 Elm Avenue NoFontana, CA 92337 Phone: 909.356-6300 SIZE FSCM NO DWG NO Fax 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4/24/2013 SHEET 2 OF 12 1 WALL LENGTH PF20Di1CT DESCRIPTiQi j Stud Spacing at 16" O.C. SEE HardiePanel®, Cempanel®, & Prevail® II DETAILA Panel Siding materials are nonasbestos thick /5 ply PA rated fiber -cement products tested inA l r+rrrii i i plywood sheathing fastened accordance with ASTM C1186 Grade 11, G , to metal studs as descnbed Type A and meeting the requirements of Ptpl 11C1 aEvtst I +ti+ \ in Note 1 the Florida Building Code. i i+ coo PANEL D MEtJSIONsWater -resistive Width Length Thickness WALL TT' No. I barrier per Florida HEIGHT Building Code 4 8,9,70' S/16 ghianfi pro;&;- eotrd ' i STATE `t Section 14042 DESIGN= ESSURE RATING i i , 'ti• F Q Installation Design Pressure ORDC20ga, 3-5/a"x-s/s" Metal Studs -104 psf Meta csmd i DNA + l L....... •....-._-.. `•.-_-..-.... L.............. L.J -. _ • rr+lr Hard1e Impact Resistant - Panel, Cem anel, Panel installed over 5/8' thick / 5 ply B E _ I - r- S CTJOty-t3 p Prevail Panel APA rated plywood sheathing Nails at 6" O.C. (typ.) A" Minimum Edge Distance siding FiA- I DIEPANEIsCEMPANEL,Pl E1/A1L_PANEL SIDING iNSTALL ITION DETgILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's DETAIL A installation recommendations, and the applicable sections of the Florida Building Code. x Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this ED described in Note 1 N.O.A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 CAP& U` ' d' \ at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter X 1-1/4' long O Panel fastener, as described in bugle head screw Note2The siding panels shall be installed over 5/8" thick /5 APA rated 1 a7gpplyplywoodsheathing supported by a minimum 209a, Nominal 3-5/8" X 1-5/8" Metal C•-studs spaced a maximum of 16" Caved O.C. HardiePanel® Siding [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8^ i 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 intemjediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal Water -resistive barrier per studs located at 16" O.C. Florida Building Code Section . Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404. 2 comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL i 5/8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to metal studs as described James Hardie Building Products, Inc in Note 1. * - 10901 Elm Avenue 20ga, 3-5/8" X 1-5/8" Metal C-stud Fontana, CA 92337 The wall and soffit frames are to be designed Phone: 90956 b300 sIM FSCM NO owG No Rev by the Architect or Engineer of Record in Fax 909-427-0634 A PNL-PLK-SOFF 1 compliance with the Florida Building Code. Creator. E. Gonzales sr„e' Date: 4/24/2013 ISHEET 3 of 12 I 6.00in. PRODUCT REV2SM as CMroyafg with the F7ogide Ekvh g Code Ac=ptaft No By vti. P+baod rc+naot II I'I II I• I 6.00in. I I II II I. I II Iwaoucz ItEYAar" e muoyag wish tie Flnei& Aoo+tere No tIL aMe o II I.I II I•I II I I- RgMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SFIEATH))`IG 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 1-1/4" LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II 1. I Sheathing II , I•I , II II I I.I I.I OGA I 1 I 0. 4121II'1 o STATE OF S/O N A1- i FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 stzE FscM No No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4/2442013 SHEET 4 OF 12 REV 1 Stud Spacing at 16" O.C. WALL LENGTH i-------.------------- i---------- jI it j04,i s iiii,,y i I ; j I ; I ! j as aothpiymg wiiti, E•ociGn VALEIJ Buildf gCd& 1GHT i i i t3xpirtiK tr 7 i? I11i Mioncl, l ade Control i i ' iIC I ' ! i------i_-..__.._._-u_-•. j:./=•:_ 1; 3/4" Minimum Edge Distance DAL A Sheathing fastener, as described in Note 1 Nails at 16" O.C. (typ.) Siding fastener, as kcaE described in Note 2 ar .viri Fkwide 1 S HardiePlank, Cemplank, Prevail Lap Siding Cal Water -resistive barrier per Florida Building f' Code Section 1404,2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE PRODUCT DESCRIPN DETAIL A HardiePlank®, CTIOemplankO, & PrevailO Plank Lap Siding materials j 518" thick 15 ply APA are nonasbestos fiber -.cement I Ib ) rated plywood products'tested in accordance with sheathing in ASTM C1186 Grade 11, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANEL DIMENSIONS water -resistive Width Length Thickness barrier per Florida 59-1/2" 12' 5/16" BuilduV Code Section 14042 DESIGN PRESSUPI;RATING 2" X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant — 00 Planks installed over 5/8" thick / 5 ply g_g 1-1147 4all X 5/16" APA rated plywood sheathing thick starter strip HA)Ltl]IJrPLAT I,IC,_CEMPLANiC,-PR.EyA1.4Lq$1DINGJNST/LLA7iON D TAiI 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. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be desioned by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-11e wide laps at the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO A SCALE 112" =:t V-0" DM NO REV PNL-PLK-SOFF 1 Date: 4/24/2013 1 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 1 s3.25in. PRODUCT REVU D a vmnplywSwi&theFkri& 16 in. OC Cladding i Framing Fastener Spacing per Florida ' SheathingBuildingCodeSection2322.3 I / I ERZAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK IS PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS SS-1/4" THE PLANKS ARE FACE NAILED WITH 2-112" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION R' PROMCr EEVSM n ongpilroa wj& On ll7" Coin4E LIZ& No. 121 _ Zz gr STATE OF fto&.d s NAL tiff' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND >G4Vi'fir 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 Phone: 909-356-6300 SIB FSCM N0 D%AG No RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. I- Gonzales SCALE 1" = 1'-0" Date: 4/242013 s7lq r 6 OF 12 WALL LENGTH SEE PR-ODUCT DPSC9iPTaON F B-*--- Stud Spacing at 16" O.C. IDETAILA HardiePlank?, CemplankO, and Prevail® Plank Lap Siding materials i —r — -- --- — -- - 1-- _— _ — r.. ---- --- r/ rat8edp'Iytvoodty A are nonasbestos fiber -cement sheathing fastened products tested in accordance with ASTM C1186 Grade 11, Type A and I i i i i i to metal studs as meeting the requirements of thedescribedinNote1 Florida Building Code. i iooeytmgwitbitSio iaridt Water -resistive WALL ! f' barrier per Florida P NK DIMENSIONSt------ HEIGHT Budding Code Width Length Thickness Section 14042 5 9-1/2' 12, 5/16" y Pbodvs i Coew01 ' i I t i : i 20ga, 3-5/8" X 1-5/8" DESIGN PRESSURE RATING Metal C-stud Pressure9 lj '1 i______-_--- __—_- _ IaardiePlank. Metal Studs 92ps Ce i , F f Installationron e mpiank, Prevail B *-- = ss • ," . t ` CTIO Lap Siding Impact Resistant -• 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) ' ANAL --- — - 1/ , X Planks installed over 518" thick / 5 ply ri ii I 8-13 1 4 tali thick starter stripstrip APA rated plywood sheathing DETAIL —A ro I With dw florid \` CA HARDIEPUINK CEMPLANK PREYAI_L_L1 P SIDING INSTALLATION DE I ILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 . Metal studs where HardiePlank Cam lank Prevail La Sidin will be installed shall be des' ned b an 7Aw+eyt•e S-OJ Siding fastener, as idescribed in Note 2 my hfirsi G+•+ei HardiePlank, Cemplank, Prevail Lap Siding i / Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-5/8" Metal Cstud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. p p g i9 y Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 115/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameterx 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is:5 8-1/4" vertically. Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long' bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4, from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue IF Fontana, CA 92337 Phone:909-356-6300 SIZC FSCMNO own,vo Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1/2" C 1'-0" Date. 4/24/2013 SHEET 7 OF 12 6.00in. 0.75in 1• wcawply wilb the Flarwin wmoee oe lvo LzJ%L/.•G iA)ade hod s8.25in- ERgM1NG NOMINAL 20 GAUGE 3-518" 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 SHEAi'HJIJG 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 1-1/4" LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS!' THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 2-1/4• LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in, I I! 6.00in.00 i REMM yw* w8b The Flwi& coo 2r; —:S _. Roma C..rel Cladding Framing Sheathing i''j LOGA v o. 121T a ISTATE OF Rvo 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. 0 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 1 A I IPNL-PLK-SOFF Creator E Gonzales ISCALE 1" =1'-0" 1 Date: 4/24/2013 sHEET 8 OF 12 1 WALL LENGTH Stud Spacing at 16" O.C. WALL EIGHT i •i i.. i 3/8" Minimum SEE P-&QQt&T D19SCRIP710N DETAILA Hardie5offitm & CemsoffifflD materials are nonasbestos fiber-cemept products tested in accordance with ASTM C1186 Grade Il, Type A l and meeting the requirements of the FloridafBuildingCode. SOEEIT DIMENSIONS z" X a° S-P-F Width Length Thickness Wood Studs N 8' 114, p-SIGN PP SSURE -ATING HardieSoffit, Installation Design Pressure Cemsoffit Wood Studs -70 psf 61 S C7 ON=B Distance DUCTREVISED ailsat4" O.C. (typ•)nteEKx7 REVIsm ,O y; m dbe..sds• Mo agWymswiilirdaF7o" t3ufld* Code BuDdins de fWd/ Aooept hmNot3-03!/-4 L a4D9rfF', Ca tui off OGAyv,`—-- No- 4 21 STATE OF =,Q % HARDIE1 , 90FFIT CF(IASOFFITp gIJ. L lKS7 4L1AJJON_DETgtLS offit fastener, as = All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit 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" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" 0'.C. Fasteners shall have a minimum edge distance of 3/8" 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 the Architect or Engineer of Record In compliance with the Florida Building Code. HARDIFSOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE mm w DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 1/2" = 11-0" Date: 4/24/2013 ISHEET 9 OF 12 16,00in. 4.001 PRAUUCr AEviSFM PRODQ,JCCft'I`VLSED Iconoy w6 ft Fbxi& as comylyiw with de Florida AMVVUOW1rb ammo. No V31 ,07 Jpiia0oa Die . / -2 '! r fi a P.tiM A Cn tul By FRAML 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 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 Framing - No. 121 STATE OF F . 0810 N A, FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 size FSCM NO DAG NO Fax 909-427-0634 A PNL-PLK-SOFF Creator E. Gonzales SCALE 1"= T-0" Date: 4r24i2013 SHEET 10 OF 12 D ETA(I~A WALL LENGTH - Stud Spacing at 16" O.C. SEE DETAIL A I I I Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance t fastener, as gibed in Note 1 HardieSoffit, Cemsoffit 20ga, 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. PRODUCT DESCRIPTLQN HardieSoffM & CemsoMtO materials are nonasbestosfiber-cement products tested in accordance with ASTM C1186 l Grade 11, Type A and meeting the 1 requirements of the Florida Building Code. 20ga, 3-5/8" X 1-5/8" SOFFIT QtIVIENSlOtVS Metal C-stud Width Length Thickness 4' 8' HardieSoffit, DESIGN PRE_S_S_URE RATING Cemsofid Installation Design Pressure i Metal Studs013Lj SECTIQN B-B PRODUCT&EVL%ED PRODUC 117 itEYtSM wim elhe 1Florida Oslo* Go& w 1Me EiOfl` Acpttmw No l30r t -r` No. 1 \ TE OF llh. 3Ki Caatrd .Ma. Wqsdc P od bd eARDfESOFF T CEMSOFFIT ANELINSTALLATIOtyD)=TAl1rS '•qL N fit' AllinstallationshallbedoneinconformancewiththisNoticeofActurer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metal C-studs spaced a maximum of 16, O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.31 F' 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. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue ImpFontana, CA 92337 Phone: 9096 6300 slzE FscM NOova NORev Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E Gonzales scALe' 1/2" = 11-0" bate: 4/24/2013 I SHEET 11 OF 12 15.00in. 16.00in, y Cladding Framing 6.00in. i pRCDUCr REVLSED m conodybe` O & F1oblb PRODucr R ID f431147 AWA Do&- Pro&ct Control 21No • 2 SSIONP` FRAMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER 1-1/4" LONG CORROSION RESISTANT RIBBED INSTALLATION DETAILS METAL STUD CONSTRUCTION BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS Fontana, CA 92337 Phone: 909-356-6300 size FSCM NO DWG No REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4/24,2013 SHEET 12 OF 12 Florida Building Code Online Page 1 of 2 Yi . i . ,ir "k' . -M ' '= • 'L`'. ii"irtiir.3i r " i r.r tlticd BCIS Home Log In User Registration Hot Topics j Submit Surcharge stats & Facts Publications i FBc staff i BCIS Site Map Links Search j b a I! Product Approval ty USER. Public User Product ARoroval Menu > Product or Aoohcation Search > Application Lis[ > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ci Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received 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 Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden f;' Validation Checklist - Hardcopy Received FL12194 R5 COI ALCI5001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.Ddf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://www.floridabuilding.org/pr/pi_app_dtl. aspx?param=wGE VXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 06/08/2017 09/06/2017 FL Tt Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.Ddf Created by Independent Third Party: Yes Back Next Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone* 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :. Privacy Statement Accessibility Statement .. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 emaiis 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 . I Product Approval Accepts: Credii Card Safe http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGE VXQwtDquk24AUC%2fE... 9/7/2017 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 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 Entity Certified Testing Laboratories (TST1577) Certified Testing Laboratories (TST1577) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) LIMITATIONS Report No. Standard Year CTLA 1847W AAMA 1402 1986 CTLA 2076W AAMA 1402 1986 ACIX-003-02-01 AAMA 1402 1986 ACIX-003-02-02 AAMA 1402 1986 This report is not for use in the HVHZ Design wind loads shall be determined in accordance with FBC Section 1710.9.4. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. y CREEK ALUMINUM COILS, INC Soffits9'" . 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 i dimension drawings 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 1 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 50 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 11111111111j 0 No 74021 STATE O F O R 1 O • j, CERTIFICATION OF INDEPENDENCE w v 2017.06.06 15 :48:16 w- 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on --center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows. a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 ALC15001.2 FL12194-R5 Page 1 of 8 This evaluation report is provided for Stale 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I - Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System' Panel MDP No. Width psf) , Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. 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 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip 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. ALC 15001.2 FL12194-R5 Page 2 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. 1" r • CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel ' Wall Connection - Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap '-•_ .i Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel 1 % Wall Connection Eave Connection System Panel MDP: No. Width e ' 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- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia'Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max: Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection ' System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment. Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ch crown x 1-inchinch with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-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 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood le g staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter BO/ 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 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. CREEKv TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate' Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch ftrafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail vwlh min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. S''{ 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved_ Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16 inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection E_ ave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/,- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood staplelegple spaced finishing nail with min. 60 inch x 7g dringpattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8- inch nco.c. 3/16- inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/ rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight - nailed female lock or One (1) 18 ga.''/,- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0. 072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 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 batten/ rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min, 316" Lend ilia. nail with win. 1;4" gliyay..ilNnr,(f.?r W-Xhl AUbRtt*1,R1 OV min. 0.097" die. T-nail or snub mail wi Lli min. Sid" mrga3omeulfcr ron^re L!t jr block iubs+craL) as no, -!d FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT (OVERHANG WIDTH VARIES) 12F-3 T"F'HANNEL Noon, onr.L Le or Dlovk Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r 'CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3M 3ET%&V4 SOFFIT STAPLE1OPENRAFTERIsTAM-[s 3/4" X 1/4" ;; DIAMOND PATTERN 1-1;DETAILCROWNSTAPLES USING A DIAMOND -3/r K' srwus PATTERN FACU BOARD i FASCIA CAP 12 F-2 3/4" X 1/4" CROWN 1-3JTRIMNAILFACIA BOARD 8" STAPLE ON CENTER PAIN" F" 1-3/4" TRIM NAILINSTALLEDCHANNELCANBEPAINTEDS.S. 48" FASCIA CAPWITHTHEO.C. NAILING FLANGE UP OR 3/4CROWN STAPLE SOFFIT —max. 12-inch span WOOD SOF SUBSTRATE SOFFIT &FASCIA DE AIL 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. M,. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER @jE- SOFFIT MILESSTAPLE i 01$T DIAMOND t I DETAIL PATTERN. FACIA BOARD air N j cs STAPLES3/ 4" X 1/4" CROWN STAPLE "24' may' ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 12J- 1 L— CHANNEL 3/ 4' X 1/4' CROWN 8" 1-3/4' TRIM NAIL FACIA BOARD 1- 3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit PAINTED S.S. 48' withoneill #8 x O. C. FASCIA CAP 112" x 3/8" head diameter screw, 111 3/4' X 1/4' 16" o.c. CROWN STAPLE SOFFIT — max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r: CREEK LiM TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED 55. FASCIA CAP SOFFIT 1-14' CROWN STAPLE OPEN RAFTER FASCIA BOARD N G! 516" ]-mat 16F-1 SOFFIT &FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I 'Iristallation Detail , Min. 3/8" head dia. nail with min. 1!:" engagementifor wood e'ibetr-rite) or min. 0.097" dia. T-nail or atub nail wlLh min. 5/8" enyagemenL(for concrete or block.suba*rnte). spared as nor_gd above. — ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood Conc—L. or Block N STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S: 1.3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.2 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. It CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lr REWEEP! SOFFIT STAPLE OPEN RAFTER sT n es 3/4• x 1/4• DIAMOND PATTERN 11 I D ETA) LCROWNSTAPLES USING A DIAMOND d -.—gym Kim/I i STAPLES ` PATTERN FACU BOARD FASCIA CAP 16F- 4 3/ 4" X 1/4' CROWN FACIABOARD a' 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 CAP INSTALLEDWITHTHED.C. CNAILING FLANGE UP OR 3/4- X 1 /4' DOWN CROWN STAPLE SOFFTT- max. 16-inch span woo" SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001. 2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAPSOFav1")J' CROWN STAPLE OPEN RAFTER FASCUI BOARD P"4- CROWN STAPLES SOFFIT FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN:REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER / TO SOFFIT L FASCIA \ DETAIL 8„ F' CHANNEL SOFFIT; MAX. 16- SPAN WOOD SUBSTRATEATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 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. I Installation Detail OPEN RAFTER ans„ SOFFIT STAPLE GIST ' DIAMOND PATTERN FACIA BOARD ` j ,—,n. WTvM+/ l DETAIL STwttl 3/4" X 1/4" CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 I Ifni 3/4" X 1/4" CROWN4TRIMNMAILFACIA BOARD STAPLE "8" ON CENTER 1WNEL1-3/4" TRIM NAIL PPAINTEDS.S. 48" FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 16-inch span SO WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TAN NAIL FASCIA BOARD PAINTED S.S. ' 1 S') 4' CROWNI FASCIA CAP STAPLES SOFFR USING A DIAMOND PATTERN: REFER TO 1'e' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN _ DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA DETAIL 24F-1 & \ 24F-4 CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA \ DETAIL Nominal SYP I I I 3/B' Batten Anchored to SOFFIT; MAX, 24' IF-fHANNEI Ratters v1thitA one id Ring Shank Nail at every Ratter / W000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM RAIL FASCIA 904RD PAINTED S.S. 1.1' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFnT 1-4- CROWN STAPLE 12" TRIM NAIL FASCIA BOARD PAINTED S S. SOFFIT &FASCIA 24F-2 & DETAIL 24 F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Naminal 1"2- SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring ShanA flail at every Rafter WOOD SUBS7RATE ALC15001.2 FL12194-R5 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail.: 1 t" TRIM NAIL FASCIA BOARD 146A i' T-NAILS PAINTED S.S. FASCIA CAP SOFFIT 10zt' CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTEO S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24 F-6 1'4" CROWN STAPLE FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL Nominal 1"z2' SYP Batten Anchored to SOFFIT: MAX. 24' F-CHANNEL Rafters vith one 1d Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 f' TRIM NAIL FASCIA BOARD PAINTED S S. 1'xt' CROWN STAPLES FASCIA CAP USING A OIAMOIIO SOFFIT PATTERN, REFER TO ANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRM HAIL PAINTED S.S. DETAIL 24J-1 & I` I'xj' CROWN STAPLE 24J-2 FASCIA CAP; REFER i0 SOFFIT LFASCIA DETAIL Nominal 1' x Y SYP battens 8„ scabbed between rafters and SOFFIT; MAX, 24' 1-CHANNEL sec fed wdh one (1) 7d ring hank nad straight-oalled through the rafter Into the end WOOD SUBSTRATE of the hahenortwo (7)7d ring shank nalts toe -nailed on i eeher side or the baftem ot the balleNrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001. 2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 IFL12194-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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Ex osure 6, - = Building ;,r Type Zone r Roof Basmic Wind<S eed h r" R 120 j ? 130! 140 150' ` 1160 t ! ti170 i 180 - ` 190 ` 5 - 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001. 2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y CREEKI -AA TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C besi n.W_ ind'Piessur6s for,Soffits in,Ez osuie-C'- LBuilding Type Zone ` Mean F . H_ Roof," htf ft v - Wind S' eed m h ": = r -x r+r _ 120 r'=- 130 . Y -- 146' : Basic 150' : 7• 160 ' v r E t70. 180.' 190 : 2001 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 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36 4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6. 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind:Pressures for Soffits,in Exposure D Building Type' Zone t Mean'.-'-, t Height' ft fy ` ' ` Basic Wind S eed rn h , 4p 120, ` ; 130r 1,40' 150 . 160 1,70 . { y 180 t; 190 200 y 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 1 -66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 - 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for 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" -T 3/8" J-Channel ALC 15001.2 3/4" — 1/8" HEM T 7 3/4" 3/8' FL12194-R5 t ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/0" PROFILE ALUMINUM COILS, INC Soffits Appendix D Page 1 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES. LLC 3/4" 7/8„ 1/8" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2 V 57 RFC o 0000 000 00000 ooaa a ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-135 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 CREEK M1 TECHNICAL SERVICES. LLC 12" T4 Soffit 5/16" 3/4" 7/8" 1 _7/8"_ 1 _ 3 1/8" 1/1" 1/2" 1/2" 1/1" 1/1" 1/8" 1/8" 3/e" 0 25, TYP 0 ilslnP 13.75" BLANK 3/8" PROFILE 2 1I'" REF 0 W TYP d ooad 000 000ao DODO oo oo DODO ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 ie. a c a ri BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats 6 Facts i Publications FBC Stag BCIS Site Map ( Links i Search j a USER. P l, Approval G qUserdbpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Q IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 F3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 06/28/2015 06/30/2015 07/06/2015 FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .l)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.l)df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15 DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II HiD and Ridge Cal) Shingle Installation Instructions. Ddf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A F1-7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter—ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC F1-7006.Ddf FL7006 R9 II Roofing -Products -Lea in-F_dge-Plus- Aol)lOcation-EN(1).Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: sack Next Contact Us • • 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an WEED employer. Coovnoht 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: n Credit Card, Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12_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 manufacturei's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: i%/,_ / i•/ Signed: T Brad Grzybovlski Duc T.IN u en Managing Director Florida Rb - -ere Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PRI Construction Materials Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel. 813-621-5777 Fax. 813-621-5840 e-mail, matenalstesting@pncmt.00m WebSite' httpJMv+w.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 I 1-1r2" 1-1fI' SSEAt1NGSTRIP 6118' t2' _ NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Matenals Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel 813-621-5M Fax. 813-621-5840 e-mail matenalstesbng@pncmt.com WebSite httpJ/www pncmt com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE G 3'8"i NAILING - STEEP SLOPES APPLICATION Use six nails as shown. i,,.»N.t. -_„•, air. ¢_._. .K.. CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Matenals Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel 813-621-5777 Fax 813-621-5840 e-mail matenalsteshng@pncmt com WebSite http.1 www.pncmt.00m IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER CUT PRI Construction Matenals Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5T77 Fax 813-621.5840 e-mail matenalstesting@pncmt.com WebSRe http:/Mww pncmt com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate.. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, -long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax 813-621-5840 e-mail matenalstesting@pricmt.com WebSile http //www.pncmt oom Florida Building Code Online Page 1 of 2 yf _- . -^—.-+--- ,ram- ,., - fo I,?' _ BCIS Home Log In ; User Registration Hot Topics t Submit Surcharge I Stats & Facts i Publications FBC Staff ; BCIS Site Map i Links Search I larida Product Approval USER: Public User f vRiYJ Y`.L':I Product Approval Menu > Product or Application Search > Application List > Application Detail 3y =• - FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 71 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date I Validated By I 1 Certificate of Independence Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRooflng.net Steven Crew Steven@ Wa rriorRoofing. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2019 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM D226 ASTM D4869 Equivalence of Product Standards Certified By t Year 2006 2005 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=wGEVXQwtDgtOc gbnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity _)Yes ONO :)NIA Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Aummary of Prndur+c Method 1 Option B 02/13/2015 02/13/2015 02/19/2015 FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II InstallationInstructions.Ddf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort,Ddf Other: Primary roof covering should be Installed FL2346 R5 TR 30A Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II InstallatlonInstructions.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.12df immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Next Contact Us • 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovricht 2007-2013 State of Florida.:. privacy Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emails provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here,. Product Approval Accepts: M LRE022 Csedli Card Safe http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtOc 8bnSknRps9... 9/7/2017 WARRIORS ROOFING MANUFACTURING P. 0. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (2D5) 553.1734 • FAX (205) 553-1755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 + PHONE (717) 709-0323 • FAX (717) 709-=7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, -begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley tphsure`prop&,-_W.ater shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. 3 Yq -2Y5-7 u DESCRIPTION AS FURNISHED: Lot '149, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Elwil Acevedo; Park Square Enterprises, LLC (a Delaware - Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; FBC Mortgage LLC ISAOA/ATIMA e. r i Lot 135 I SET 112" I.R. I 4596 I i Lot 134 Lot 133 1 S 89040'51 " W 40.00' ; SET 112" I.R. 4596 9 S• r• 31.47' i 5.67' 12.0 o COV'O. ro CONC. 5.67' 12.0' o) O LOT 148 o o O •~-4 O co 0 5.67' 31.47' 31.47' LOT 149 a3.O'x3.0 AC PAD 5.67' TWO STORY RESIDENCE F.F.= 29.85' 9.3' Ly 19.3' { 16.1' BRICK I I BRICKOR. WALK 25.20' 25.20' I — — — 10' UTIL. 0 2' ESMT. ON P.C. 276.00' 1' L SET 112" I.R. y 4596 — 5' CONC. WALK B.B.) S 89040'51 " W 40.00' w a REC. 112" I.R. NO I.D. LOT 150 h SETBACKS AS FURNISHED F G(A FRONT - 25'(") 2°' SIDE = 5' (40'LOT) SIDE ' TYAX TINC TYA Y 7.5' (60' LOT) 10' (75' LOT) 50' PRIVATE ROAD) 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 PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL f SQUARE FEET I FLATWORK PER DRAINAGE PLANS G DRIVE 4031 110 - 513 t SQUARE FEET FOUNDATION/PAD 1321 t SQUARE FEET PROPOSED DRAINAGE FLOW WALKS 571200 = 257 t SQUARE FEET REAR PATIO 96 f SQUARE FEET FROPOR50 ± SQUARE FEET LOTGRADINGTYPEASQUAREDECKSOD24741131 - 2604 t SQUARE FEET N/A t SQUARE FEET PROPOSED F.F. PER PLANS = 29.8' Q NOTE.* FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSEiVH ' YE'R='SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P . PLAT POL • POINT ON LINE F • FIELD TYP. TY ICAL NOTES: IP. • IRON PIPE R.C. • POINT OF REVERSE CURVATURE IR. IRON R00 POINT OF COMPOUND CURVATURE 1 THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF RAD C.H •CONCRETE MONUMENT RAD. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADWINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA 5TATULT SET I.R. . 1/E' I.R. •/,LB 4596 NR. NON -RADIAL 2. UNLESS EMBOSSED WITFI SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. RCC, RECOVERED W.P. • VITNESS POINT J. PHIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.B. POINT OF BEGINNING CALL. •CALCULATED OR EASEMENTS TENT AFFECT THIS PROPERTY. P. O.C. •POINT OF COMMENCEMENT PRA • PERMANENT REFERENCE MONUMENT CENTERLINE Ff. • FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLD • NAIL L DISK B.SL • BUILDING SETBACK LINE 5. INS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ V RAIL BM. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES ESMT. EASEMENT ' B.B. •BASE BEARING 7. BEARINGS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEATING (B.B.) DRAIN, DRAINAGE B. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. • UTILITY CL. FC. CHAIN LINK FENCE 9. CERTIFICATE OF AVTHORIZA71ON No. 4596. VDFC. VOOD FENCE C/ B CONCRETE BLOCK SCALE -- 1 • = 20' DRAWN BY: •• RC POINT OF CURVATURE P, T. • PONT OF TANGENCY DESC DESCRIPTION I CERTIFIED BY: DATE ORDER No. R • RADIUS L ARC LENGTH D DELTA PLOT PLAN 09-08-2017 FORMBOARO FOUNDATION/ELEVS. 12-26-17 3851- 17 5857- 17 C CHORD FINAL/ELEVS. 04-16- 18 231 1 - 18 C. B CHORD BEARING NORTH THIS BUILDINC\PROPERTY DOES NOT LIEWITHIN - - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' 70 GRUSENEYER, R.L.S. / 4714 ZONE 7T" MAP / 12117CO090 F (09-28-07) V W' 3COTT, R.L.S 1 4801 s r Envelope, Leakage Test Report Blower Door Test) R402.4.1.2 Compliance jurisdiction: C tAj o-C San Roc c Permit* 11 R 039 Job Information Builder: Vvrt- -;91LA`1r'G Community: U Y''d vt"^ Lot: yq Address: i 52 W qx ww 5 IL'`' Y Unit: City: State: FC. Zip: 32 1 -13 Air Leakage Test Results Passing results must be 7ACH(50) or less. F Method for calculating building volume: 4%90 x 60 _ g 15 2 = y 8`j a O Retrieved from architectural plans CFM(50) Building Volume ACH(50) 0 Code software calculated ZPASS FAIL 0 Field measured and calculated If ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester. (Required) tester initials Certification of Test Results, R 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 11 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 Lightyears, Inc. Phone: _ (855) 438-1515 I hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402.4.1.2, Climate Zone 1 and 2. Date of Test: y 2fo//c' Signature of Tester: Printed Name of Tester: Lice nse/Certification #: k 51 APB Issuing Authority: RESNET 1 c)Hkrr: i Duct Leakage Test Report Prescriptive or Performance Method r. Iru cat `' Jurisdiction: C k-y oAP 'Stkn Zzi,rd Permit#: j 308 q Job Information Builder: PaV'K 57"-q Community: (may"41'an1 Lot: /y9 4 Address: Zu 52- CPaki,>tvt9 WaY Unit: City: ;,,• State: TiL Zip: 32-7'73 Duct Leakage Test Results O Prescriptive Method *Performance Method System 1 1f0 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all 7systems 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 proposed duct leakage Qn specified on Form R405-2014 4/0 _ / 9BLQ = 0.O2o 1 Qn Leakage Type selected Total of all Total Conditioned Qn specified on Form systems Square Footage on Form R405-2014 R405-2014 (Energy Calc) Energy Calc) PASS [:]FAIL oP Lea/ 0-0.3 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: Signature of Tester: Printed Name of Tester: Chris Gomez License/Certification #: K51 DPR Issuing Authority: RESNET W Loll CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -1 n m M X_Documented Construction Value: $ V520. 00 Job Address: 2 Z wmconciI Historic District: Yes No%O Parcel ID: Residential zCommercial Type of Work: Ne Addition Alteration Repair Demos Change of Use Move Description of Work: Plan Review Contact Person: YL '1 Phone: Fax: 1 / Property Owner Information Name 1 r Il. ,/l r Phone: Resident of property? : 4 i n i Street: City, State Zip: Contractor Information 1 I!1 C Name V G Phone: 14U 1_52 J Street: i Z, Fax: Ltl - City, State Zip: State License No.: 0_ CUS-7 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, beaters, 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: 5th Edition (2014) Florida Building Code Revised: Jane 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/ ,ent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date ttr MereWth L Warrm*e.Smdh o NOTARY PUBLIC o . _ STATE OF FLORIDA Comrrtif GG136869 e t Expir rse/51 /2021 Owner/Agent is Personally Known to Me or Contractor/Agentisersonally Known to Me or Produced ID Type of ID Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application SEC 4 7017 f CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ %?b Job Address:• 5A S.i Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New' Addition Alteration® Repair Demo Change of Use Move Description of Work: g:' Y 22 7 Sri Plan Review Contact Person: , 2c ie 2 4^& Title: Phone: `ft?7L//t,/6367 _ Fax: Email: n _ Property Owner Information Name Phone: -7 7 n Street: I" U go KI,I 327ii Z Resident ofjproperty? • - M. State Zip. QYrtiri)t1 frQw:..t:.mJ:.' C- Ci V/ e-eQc, •°'3 Z Contractor Information Name 20 q e.A I c m i 2e, S - -t 9 rd l LJ Phone: V/4 036 G Street: 3/U f ! er2'0 Fax: City, State Zip: I'& P :?Z- -/ -7 State License No.: Name: Street: City, St, Zip: I Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: I 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application i 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. t Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time,of permit submittal. A copy of the executed contract is required in order -to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 1 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. Sign atu of —e Date Signature of ontractor/Agent Date 1J1 C1e_ SASS o 10, Print Owrier/Agen ' ame Print Contract6//Ape s Name t Signature of otary-Stat Flonda Date Cignature -State f t Date TINANICHESHIREip ,....,. + SHIREJf `,•••.,` Commission/GG 128173 C.>rmt ?ss;n 30128173 pr Expires Atrptut 30, 2021 e' os E x(y(HB AugjJ t 30, 2021 v•o Fov ct o° 6mdad rtw &ppNNoaq&mbr:r ` of ° `:.' •: i r u'd . t r Natary!«vbu 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 of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No t APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: ( BUILDING: - COMMENTS: Revised June 30, 2015 1 Permit Application SCPA Parcel View: 36-19-30-524-0800-0090 Page 1 of 2 Property Record Card Parcel. SASSO0-ROPEOTIES LOwner: SASSO PROPERTIES LLC a xa«aourrv'nawa Property Address: 2425 CHASE AVE SANFORD, FL 32771 Parcel Information Par ' I 36-19-30-524-0800-0090 SASSO PROPERTIES LLCOwner Property Address 2425 CHASE AVE SANFORD. FL 32771 Mailing P O BOX 621202 OVIEDO, FL 32762 Subdivision Name DREAMWOLD 3RD SEC Tax District S1-SANFORD DOR Use Code 0802-MULTI FAMILY 2 UNITS Exemptions 91, Seminole County GIS Legal Description LOT 9 BILK 8 3RD SEC DREAMWOLD PB4PG70 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 62,452 58.346 Depreciated EXFT Value Land Value (Market) 14.700 14,700 Land Value Ag Just/Market Value " 77,152 73,046 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 4,059 6.598 P&G Adj 0 0 Assessed Value 73.093 66,448 Tax Amount without SOH, $1,308.61 2017 Tax Bill Amount $1,308.61 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParcelDetailInfo:aspx?PID=36193052408000090 12/14/2017 Roger FaCemire 431.0 Piermont Ct. Orlando, FL 32917 407-657-9524 407-416-0306 Rpasidenti,al Contractor CRC 0/6344 Roofing Contractor CCC1326094 Proposal Name' j Phone: Date: Street: City, State, Zlp: Job Name: Address: [ We hereby submit specifications and estimates for: ee J CAN/ L'K7 A-W _ We hereby propose to furnish labor and material to complete in accordance with the above specifications for the sum of 5,e-ye4 dollars with payment to be made as follows: Authorized Signature Date: % Acceptance Of Proposal Signature Per_ mit,Numt er: Folio/Parcel ID #: 9 '30 5; .V O D Prepared by: r c_n, e/Z wi, 2f Returnto) 3)o i N'A14 f I'li;l.-0`r r SEr'I CI,IOLE. (';01JH_1'Y i:IRC:IJII C.O1}R"i C.t)t'iF'TROLLER C I-ERK' O 0 2017126399 Oi-'I" D 1.2? 1 /201' ;?'1- ,.1.1;' 1'P7 5:IC:Oiti:iiiG FEES r•iii.i;i; 1: I , NOTICE OF COMMENCEMENT State of Florida, County of Orange The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713 Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description oftpr ' rt7(legal description of the property, and street address if railable) Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name 4. ad U3Uc 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording EoMnless 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 Y R PA®RAN ROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORD N THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT W R NDERATTORNEYBEFORE COMMENCING WORK OR RECORDING YOUR NOTICE O OMMENC BENT. Signatu of, Owner or Lessee, or bo r's•c Lessee's AutFionzed Offce_r/Director/Partner%Managed Sigp t0fi's i e/ 0 ;ce The foregoing instrument was acknowledged before me this // day of by month/year name of person as for Type of authority, a .,, officer, trustee, att ey i fact Name of party on behalf of whom instrument was executed TINAMCHESHIRE commisslon A GG 128173 Signa Notary ub;c - State of Florida yr ty sioned name of Notary Public AFn 9wbcCnrusuepaHotsysa. tces Personally Known OR Produced ID Type of ID Produced Form content revised: 01/23/14 TIFIED COP ( GRANT MALOY CL •RK OF TH .'fUIT COURT r't A co h i I.LE '' E SE INOLE R" KDA I, 6Y DEi L R91 4 2017 Dat( CITY OF Building &Fire Prevention Division J RESIDENTIAL RE-ROOFPOLICY & PROCEDURES FIRE DEPARTMENT _ -7- &ab PERMITTING REQUIREMENTS - No -PLAN REVIEW REQUIRED THIS DOCUMENT (SIGNED) ALONG WITH AN ACCURATE AND COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK ARE REQUIRED TO BE SUBMITTED AS PART OF YOUR PERMIT APPLICATION. THE SCOPE OF WORK MUST INCLUDE ALL APPLICABLE FLORIDA PRODUCT APPROVAL NUMBERS FOR ALL ROOF COMPONENTS THAT WILL BE INSTALLED ON THE PROJECT. A PERMIT WILL NOT BE ISSUED WITHOUT THESE DOCUMENTS. COPIES WILL BE MADE TO POST ON THE JOB SITE. PROJECTS LOCATED IN THE SANFORD HISTORIC DISTRICT WILL REQUIRE PLAN REVIEW AND APPROVAL BY THE SANFORD HISTORIC PRESERVATION BOARD INSPECTION POLICY & PROCEDURES A FINAL ROOF INSPECTION IS THE ONLY INSPECTION REQUIRED FOR RESIDENTIAL (SINGLE FAMILY, TOWNHOUSE, MOBILE HOME, APARTMENT AND/OR CONDOMINIUM) RE -ROOF PERMITS. THE FOLLOWING IS REQUIRED TO BE PROVIDE ON THE JOB SITE: PERMIT CARD, POSTED.IN A CONSPICUOUS AND WEATHERPROOF LOCATION COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK COMPLETED AND NOTARIZED INSPECTION AFFIDAVIT ALL FLORIDA PRODUCT APPROVAL AND CORRESPONDING INSTALLATION INSTRUCTIONS PRODUCT APPROVAL SHALL MATCH WHAT IS ON THE SCOPE OF WORK) DIGITAL PHOTOGRAPHS (MUST INCLUDE THE PERMIT NUMBER OR ADDRESS IN EACH PICTURE) o EACH PLANE OF THE ROOF, SHOWING THE UNDERLAYMENT INSTALLED o ROOF DECK NAILING PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o ROOF DECK NAILS USED (INCLUDING A MEASURING DEVICE OR RULER SHOWING SIZE OF NAILS) o UNDERLAYMENT PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o DRIP EDGE & VALLEY ATTACHMENT (INCLUDING A MEASURING DEVICE OR RULER) o SHINGLES INSTALLED, NAIL PATTERN AND LOCATION OF NAILS SKYLIGHTS (IF APPLICABLE) o DIGITAL PHOTOGRAPHS SHOWING ALL INSTALLATION COMPONENTS, PER FL PRODUCT APPROVAL o DIGITAL PHOTOGRAPHS SHOWING ALL REQUIRED FLASHING, PER FL PRODUCT APPROVAL FAILURE TO FOLLOW THESE SPECIFIC GUIDELINES WILL RESULT IN AN AFFIDAVIT PROVIDED BY A FLORIDA DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER), CERTIFYING FBC CODE COMPLIANCE BY PERSONAL INSPECTION. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: 9''Yl" DATE: 1 2- ) f r e PERMIT # City of Sanford Building Division Residential Re -Roof Scope of Work JOB ADDRESS: ` r't A N /` - r` ti STRUCTURE TYPE: ® SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: ® REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF) DECK TYPE (PLEASE SPECIFY): . Ply Lt/ r PLEASE NOTE: ONL Y 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED * * ROOF VENTILATION: (YOFF-RIDGE ORIDGE OSOFFIT OPOWERED VENT OTURBINES SKYLIGHTS: ,OYES @)N0 IF YP~S, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 ® 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL y SHINGLE J r.J- ii k Q 2 FL# - U O METAL FL# 0 MODIFIED BITUMEN FL# O TORCH DOWN FL# O INSULATED FL# ' O TILE FL# O OTHER: FL# ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 -4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# O INSULATED FL# O TILE FL# i O OTHER:- FL# MZ TT, b cao- mrJe,/ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Pf tfpi ?L % q-3U8'9 Documented Construction Value: $ Job Address: j q _5 A. 0(L)((_I o n Historic District: Yes No ] Parcel ID: ResidentiaJO—Commercial Type of Work: New-ET"'Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title Phone: Fax: Email: pll Property Owner Information U 4ame Phone: Street: Resident of p operty J C +: to 7,` ---- Contractor Information Name Phone: $/3 -910.3 403 cA4 ,9 3 .9- Street: JQ3 _5;L p (' r. Fax: City, State Zip: F'L . (/ State License No.: 6(` 13 ID05 go'? Name: Street: City, St, Zip: Arch itectlEngineer Information Phone: Fax: 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, poofs, 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 Pennit Application JOTICE: 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 plari 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 tirne 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 an ning. Signature of Owner/Agent Date gnature of Co o Agent to Joba j Print Owner/Agent's Name Print Contractor/Agent's Name,,,, Signature of Notary -State of Florida Date Signature a Q¢ Nry-Statf F ori Or 1 214= Commission #GG5707r ate Noires: October 15, 2021 bOMW lflfu nauu "J Owner/ Agent is Personally Known to Me or - Contractor/Agent is Pe sonally Known to_'_W Produced ID . T Type of ID Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zotte: TW Sq Ft'of Bldg. Min..Occupancy Load: #-of Stories: New Construction: Electric - # of Amps - - TlumbiDg-= # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:' Yes " -No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application hl Rit CONTRACT AGREEMENT DATE: 6/21 /2017 JOB NAME: PROPERTY OWNER OR HIS AGENT: DOCUMENT: ELECTRICAL CONTRACT REVISED PARK SQUARE HOMES SPEC: LEVEL I - WITH CFL BULBS FUEL: GAS/ELECTRIC ADDRESS: 5200 VINELAND RD m: ORLANDO CITY: ORLANDO TSATE: FL CITY: 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 SORRENTO 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 10-kW HEAT 240V, 60A 6,601.00 5-TON AC 240V, 50A TRIBECA 200A 198E 8-kW HEAT 240V, 50A 5,608.00 4-TON AC 240V, 40A TUSCANY 200A 271E 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, 40A WELLINGTON 200A 3075 QTY 2) 5-kW HEAT 240V, 35A 7,587.00 QTY 2) 3-TON AC 240V, 30A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: DATE: cell% 1034 Skipper Road • Tampa, FY 3 -3' • Phone:(813)910-34 3 • Fax:(813)910-8546 • www.EdmonsonElectric.com FLORIDA LICENSE I PCI3DO54US r -;z . I — CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: O -1 I ( 1dY C 1'') M1Qe— Documented Construction Value: $ 4620. 0 0I Job Address: 2 1, q n ,1 Historic District: Yes No ,E Parcel ID: Residential 0 Commercial Type of Work: Newg Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 1.1( 1I Phone: OCT1" 3" %S 1'5 Fax: 1, PropferttyOwner Information eNam! t r . I)rn. Phone: Q Street: City, State Zip: Resident of property? : 4') n Contractor Information f '11 1 Name Phone: 14V-7- 5 S -7 1 Street: i 157Z Fax: S g514 City, State Zip: State License No.: Cy- CC-7 31 Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/EngIneer Information Phon Fax: E- mi Mortgage Lvasuvi 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: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l Signature of Owner/Agent Date Signature of Contractor/Agent Dote Print Owner/Agent's Name Print Contractor/ -ent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Meredtth L warncke-smith o., NOTARY PUBLIC o .Pik TIESTATE OF FLORIDA I _ Comm# GG136M VF4'r y1e Expir s / 1/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is 'Personally Known to Me or 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: CONFAENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application J 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / O Documented Construction Value: $ 6718 Job Address: 2452 Waxwing Way Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.5 ton HVAC with duct work and ventilation Plan Review Contact Person: Adlyn Rodriguez Title: permit clerk Phone: 407-975-2762 Fax: 407-629-9a07 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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 jJ 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,TS 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 applicd_to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foJ be done in compliance with all applicable laws regul Signature ofOwner/Agent t Print O%vmer/Agent's Name Date Signature of Notary•State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ing information is accurate_ and that ,all work will g y6structirn and zoning. Si natureof ontractor/Agent Kevin Stine t' rint Cont ctor/Agent's Name Signature o to 1 / 15/2018 Date KELLY WEBSTER Notary Publlo - State of Florid Commission N FF 9.78034 My Comm. Expires Apr 4, 2020 Contractor/ A et t s 'M 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•Atnps Fire Sprinkler,Permit:- Yes No APPROVALS: ZONING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application UNIVERSAL UES Project No: 0110.1700817.0000 r * Workorder No: 9351104-1 ENGINEERING SCIENCES Report Date: 1/10/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection09BuildingInspection •Plan Review •Building Code Administration l ff3532MaggieBlvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 30 I In -Place Density Test Report Client: I 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing Area Tested: Lot 9 (2452 Wax Wing Way Material: Native Reference Datum: 0 = Bottom of Footing UES / technician: Chase Key Date Tested: 01/10/2018 a t& Tvae of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% .relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. I Location of Test Range Maximum Density pcQ ptimum Moisture lo oi Field Dry Density pcf) Field Moisture o ni Soil Compaction io oi Native Depth inch) Pass or Fail 1 East Footing 0-1 ft 106.8 10.6 106.1 9.0 99 N/A Pas: 2 North Footing 1-2 ft 106.8 10.6 105.4 8.6 99 N/A Pas: 3 West Footing 1-2 ft 106.8 10.6 104.4 9.4 98 N/A Pas: 4 Southwest Comer of Lot (TOF) 1-2 ft 106.8 10.6 105.5 10.8 99 N/A Pas: 5 Northeast Corner of Lot (TOF) 2-3 ft 106.8 10.6 110.3 12.1 103 N/A Pas: Remarks: (TOF) = Top of Fill ha O..f.l:n . 4 n..mnh— nll nm h, nF n..r nl:nnln en.4 e../hnn e/inn 7 - 30 s DE'SCRIYTION AS FURNISHED: Lot 149 , WMDHAM, 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); Wlnderweedle, Haines, Ward & Woodman, PA; Attorneys' Title 1 Insurance Fund; Bank of America I I I I Lot 135 Lot 134 Lot IJ3 I I I S 89D40'51 " W 40.00' I I 31.47' 31.47' LOT 149 16.7' E 5.67' mrQs. 'Lq pf 5.67' 12.0' w 9 O 6- LOT 148 O FORMBOARD FOUNDATION ' OO TOF- TOP OF FORM FORM AVERAGE-29.87' h O] a P.0 276.00' 5.67' 9.3 5 67' 0 6 ry9 OF' ryApE 19 J' 25.20' 25 20' 1I LJ11. ES, ry 0 S 89a40'51 " W 40 00' C4 SCT8ACK5 AS FURNISHED 55 3e FRONT 25'(') REAR - 20 SIDE - 5' (40' LOT) IYAXT ING IAA Y 7.5' (60' LOT) 10' (75' LOT) 50- PRIVATE ROAD) SIDE STREET - 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS NO MDR£ THAN 2) 1N SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25- TOTAL LOT AREA 4,400 SOVARE FEET PROPOSED - FINSHEO SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 4031 110 •• 513 t SQUARE FEET FOUNDATION/PAD 1321f SQUARE FEET WALKS1- - PROPOSED DRAINAGE FLOW /OpP 571200 257 t SQUARE FEET R PATIO 96 SQUARE FEEETTLOTGRADINGTYPEA SOD 24741131 - 2604t SQUARE FEET OFRDECH50tSOARE' POOL DECK N/A t SQUARE FEET PROPOSED F F PER PLANS = 29 8 NOTE• FRONT SIDEWALK AND STREFT LOCATION TAKEN FROM PLANS PROVIDED BY IXJEM • NOT FIELD VERIFIED CRUSENME'YEIR-SCOTT & ASSOC., INC- - LAND SURVEYORS L[0Cx! _ L[cExD - 5400 E. COLONIAL OR. ORLANDO, FL 32807 (407)-277-3232 FAX (407)-658-1436 RAT . /NM Ox LINK L`Ef'DC NORS: 1/ • roWT T RNDK[ CWVATOtC VOL ILL roDlr V COIIOIRO ENRVAILi1C I, ME UNDERSK'NED ODES mm cERTFY DNT TN7 SVRIS:T MEETS T SrANDV1D5 OF PRAcru SET MRM N w FLmN 0D1R0 OrCMEOIZMx@RIRExiRA0. . RAD4L CT u . ' IR../iLl xSRi MA PAL RROrES510NAL SUR.£YORT N!D ALVIE'S W OW101 .S!-1) /LMION A0G/-0STRA]IYF GI00[ RURSU4R IO SECIIQv 41105) i1pRlDa SIANES 2 IRIIOS E4/OSiN RRN SURVETVR'S SGNATURE AND DRRRWL RAISED SELL. 11fCi SURLEY 4M 04 LDIi ARE NOT VAW AY1 ASLOKNIJ YP. VIMSS roDTr P Ttt Twxr DT REODNIxD ; LD •'ALCLLArCD OLHT Or CWCN EIT AM . (MMNExT RE/p ME J. MI5 S—V WAS PREPARED FRAM TOIL INMRILATEDN ruo &D TO THE SVRIEYER. WERE WY K D R6TR,COpK OR GiEV" TINT ERECT TN15 PROPERTY q NO yMDE,RDR M110VEYLNR HAVE REEF L `ED UNILI'S DMERWRC w0— l C[NrO DI . EI LI m Wfl L RMIYiILLEISNLSL • RVLCOq SCTtAEY LILAC S THIS SURrET LS PREPARED FOR ME 501E G'EFlT Of INOSE CERTIiED TO NO S1 Nor K AYIILD UPON OY ANY 0-1 E111TY RPM-V-vnr tll RDYIMAR( T. EASEKM 4 RASE 1<ARiII: Dr4plGONS SNORN A IM (I DAIW AN INPN 1W LRS SEREON SHSUL0 NOT L USED M RELV 5/RULT r111N0ARY UNf3. 7. /ONPGS. ARE MHD ASSUAEO MRR/ AMD ON 1ME IRE SNORT! AS SASE IEVRNO (M) iSA—TIL UTILiIrE 1. ELEVATIOtM F SMW.. ARE LASED ON NArKVML GEODEEC WRTGL DATM OF 022. LAAT65 OTNERMESE MIEO CLSG . — L_ , L cGTIFTGIE 0E AUIIIORL.AIAM Na ISSL v0T V00E 1 N cEE —' aTD ro N Or —VA— SCALE V-- I' - 20— DRAWN Or ••• T V TANGEILY ccsc • CERTIFIED B1, 61iF 040ER Na „ A_1Tu PLOT PLAN 0.4-03-2017 3D61-17 n u[LIicxETN FORMSOARD FOUNDATION/ELEVS. 12-26-17 5W7-17 c • cxoRD c t tl1DRE RLnRING NORTH y 1-W----- MIS BtNLDING\PROPFRIY DOES NOT LIE w)TNIN THE E51A&ISNED 100 YCAR FLOOD PLANE AS PER iMM' T GRUS NMEYLR, LS. 4714 JADES W. SC IT, R.LS IF 4801 ZONE 'N• MAP 172117CO090 F (09-28-07)