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HomeMy WebLinkAbout3768 Crawley Down Lp 17-3544; NEW SFH1111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 17-3544 GRANT MALOYY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9072 Ps 1166 (IPss) CLERK'S 4 2018015384 RECORDED 02/09/2018 10:34:36 AM RECORDING FEES $10.00 RECORDED BY 11devore Parcel ID Number: 17-20-31-5VC-0000-0880 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 88 of Kensington Reserve 3768 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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: Dayna Whitson Phone Number. 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Whitson Assistant Secretary SignaturAAf Owner or Lessee. or Owners or Lessee's (Print Name and Provide Signatory's TidafOlOee) Audiddzed 0111cer0rector/Partner/Maneger) State of Florida County of Orange The foregoing Instrument was acknowledged before me this I day of !/) .20 18 by Dayna Whitson Who is personally known to me IXOR Name of person naidng statement who has produced Identification 0 type of Identification produced: Tr ACY LEIGH'M(COONAL.0I MY COMMISSION 9 FF925012 k` .—EXPIRES October 06. 1260RID COPY GRANT M, :L v 1153 faridaNatorysrrvrce _oCLERK f Tlic CIPAUIT COURT Notary IDA By U Date REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: g Project Name: Kensington Reserve project Address. 1 'bt c_-10 Lot,, Building Permit #: 1-1 — LV'- Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AIiJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of er/Tenant Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: 1 P CALLED INTO: o Progress Energy Florida Power and Light on Rev. 02/t10/15) CITY OF SANFORD I BUILDING 8t FIRE PREVENTION ac PERMIT APPLICATION App ication No: Job Address: 3768 Crawley Down Loop Documented Construction Value: S g:#,A6e:>) 33(05 12.`x' Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0880 Residential X Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A 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: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 W D `t 3 Permit Application 5D - , 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. 11/29/17 11/29/17 Signature of Own frlkgent Date Signature Contractor/Agent Date Vicky Otero Vicky Otero Print Owner/Agent's Name Signature of Notary -State of Florida Date Sr po" MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January17.2021 fE of r°P Ballad Thn+ Budget Notary Senkes Print Contractor/Agent's Name ti I'Ll 1 Signature of Notary -State of Florida Date o, R P e MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 FoF F%. Bonded Thru Budget Notary Serwim Owner/ Agent is X Personally Known to Me or Contractor/Agent is x 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 [,r]' Mechanical 2 Plumbing© Gas[] Roof Construction Type: J& Occupancy Use: IZ3 Flood Zone: X—`JEE ArmcgeD Total Sq Ft of Bldg: 3l i Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps ?,cp Plumbing - # of Fixtures Z-0 Fire Sprinkler Permit: Yes No R # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: I 16 UTILITIES: / -/" WASTEWATER: COMMENTS: ENGiNEERFNG: IMTC I2'tt"11 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. `iR - Z'I- ; f V. 3QMt1Ae00LV1d - C. Cr?- BUILDING: /- Ak l ek Revised: June 30, 2015 Permit Application 0• 25 • + I; ; 19011• + 2)399• + 3,435• * 34.35 2. 17.175 17.18 + 34.35 + 51.53 * ; 0• COUNTY OF SEMINOLE IMPACT FEE STATEMENT 0 31 q5 STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000036 BUILDING PERMIT NUMBER: 18-10000036 UNIT ADDRESS: Crawley Down Lp 3768 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: January 11, 2018 33 Sy2. 17-20-31-SVC-0000-0880 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: NVR Inq. dba Ryan Homes ADDRESS: 4307 Vineland Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3768 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 88 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS Single Family N/A HouW$g 00 1.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housing ORD 54.00 1.000 dwl unit SCHOOLS Single Family CO -WIDE Hou Lng 5,000.00 1.000 dwl unit PARKS LAW ENFORCE N//A DRAINAGE N/A AMOUNT STATEMENT RECEIVED BY: .A SIGNATURE: PLEAS PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE IT IYAOF EEATHE SEMINOLE OUNTYROADFIRERRESCUEA LIBRARYAND/ORDUCTIONNALL ISSUANCE OF A BUILDING PE IT. 705.00 00 00 54. 00 5,000. 00 00 00 00 5, 759. 00 PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVEBUT NOT LATER THAN MUSTIMEETTTHEFROCCUPANCY QU PREENTSROFCTTHHECOUNTYTHLANDEDEEVVELOPOMEREVIEWNTCODE. 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 +OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. T 35gq COUNTY OF SEMINOLE IMPACT FEE STATEMENT 3 (qS BUILDING ANUMBERR: 1810ON 0018-10000036 DATE: January 11, 2¢0 18 BUILDING PERMIT NUMBER: 18-10000036 -!' 3 3 Sy 2' UNIT ADDRESS: Crawley Down Lp 3768 17-20-31-SVC-0000-0880 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR In¢. dba Ryan Homes ADDRESS: 4307 Vineland Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3768 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 88 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROAQS-ARTERIALS CO -WIDE ORD Single Family Hou ing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N A Single Family Hou$$ing .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 SCHQOLS CO -WIDE ORD PASingle Family Hou ' 5,000.00 1.000 dwl unit 5,000.00 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT D 5,759.00 U STATEMENTRECEIVED BY: ,_ SIGNATURE: PLEAS PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND* ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TENS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. ANY ANY COPIES OF RULES 05OVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-66S-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 'rOP 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. I CITY OF SANFORD BUILDING & FIRE PREVENTION 4 I ' PERMIT APPLICATION til - 35yLIApplicationNo: / 7— Documented Construction Value: $ 94,459.00 Job Address: 3768 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0880 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" 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. 11/29/17 11/29/17 Signature of Own r/Agent Date Signature Contractor/Agent Date Vicky Otero Print Owner/Agent's Name l(lot ('1 Signature of Notary -State of Florida Date zt PUB, MEAGAN LYNNE FOWLER MY COMMISSION # GG 00253 EXPIRES: January 17. 2021 EOF floes Bonded Tmv Budget Notary SeMCN Vicky Otero Print Contractor/Agent's Name v ll Ill 111 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER F , c* MY COMMISSION # GG 063253 a:40, EXPIRES: January 17. 2021 For f%oc' Bonded Ttuu Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is x 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # in • v,! --k- l Address: 3'1 G& CRA04-t,( N-w. ) 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 30 50 Final Window 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 Electric Underground 10 Footer / Slab Steel Bond 20 130 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final U MOMPE I Min Max Inspection Description 10 Plumbing Underpound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHAiNIGA GPERMI•T' - - _ _ - - ..,,_.,.__ - _- Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 Nit City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 3768 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0880 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ICIAL US O LY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: floodplain floodway , The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: 8P# 17-3544 Reviewed by: Michael Cash, CFM Date: December 11, 2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & M9 Landscaping in Right -of -Way www.aanfordR.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the uno..urtbelow. size and location of the existing right —of --way and use shall be provided or application could be delayed. Call- I. Pudla 1. Project Location/Address: 3768 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Walkway Other: Completion Date Construction of New Single Family Home This application is sub itted by- y l mw. Signature: Print Name: Vicky Otero Address: 4307 Vineland d H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Emergency Repairs Email: votero@nvrinc.com Date: 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 Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, 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 'ght-0f-way. I have read and u e nd the bove statement and by signing this application I agree to Its terms. Signature: Date: 11 /29/2017 This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed., Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 12 — l 1- 20 l ? Date: November YOr 5 ROW Use Dnvewey.pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I 1 I IS 11-7 I hereby name and appoint: Vicky Otero an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 31 Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC1257565 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day of t4o V , , 200 17 , by Robert Lattanzi who is o aersomal4 y or o who has produced identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER 40,;MY COMMISSION # GG 063253 E r EXPIRES: January 17, 2021 9of ftOp Bonded Thru Budget Notary Somm Rev. 08.12) Signature w C-*GhN FoWt ER Print or type name Notary Public - State of _ Commission No. My Commission Expires: n-1 SCPA Parcel View: 17-20-31-5VC-0000-0880 Page 1 of 2 AP-PM&MM-16 Property Record Card txa Parcel: 17-20-31-5VC-0000.0880 Owner: BRISSON WEST PROJECT I LLC s> aoc°`svrrworox Property Address: 3768 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information I I Value Summary Parcel 17-20-31-5VC-0000.0880 Owner BRISSON WEST PROJECT I LLC Property Address 3768 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14,000 14.000 Land Value Ag Just/Market Value " 14.000 14,000 Portability Adj Save Our Homes Adj 0 SO Amendment 1 Adj 0 0 P&G Adj Iso 0 Assessed Value 1$14.000 14,000 IV Or Tax Amount without SOH: $266.58 t} 2017 Tax Bill Amount $266.S8 1 w 2 O Tax Estimator IL 0) Save Our Homes Savings $0.00 C%1 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GWS1 Legal Description LOT 88 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 14.000 Schools 14.000 0 14.000 City Sanford 14.000 0 14.000 SJWM(Saint Johns Water Management) 14,000 0 14.000 County Bonds 14.000 s0 14,000 Sales Description Date Book Page Amount Qualified Vadlmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 1 $14,000.00 $14.000 Building Information Permits Permit p Description Agency Amount CO Date Permit Date No Permits http://parcetdetait.scpaft.org/Parce[Detailinfo.aspx?PID=1720315VC00000880 11 /28/2017 SQ.FT. CALC.'S IST FLR LIVMG Mo90 SQ Fr. Nm FLR LIVMCs 031 SQ FT. TOTAL LIVMG 2A21 5n Fr. ENTRY 35 6Q FT. GARAGE 455 SQ FT. LANAI 260 6G FT. TOTAL 3n5 6G FT. 00/O I A1D lL1HTJlp YIOIAiYN FWD AO E7KJ NE MMAM 1 @ K'-0' x TO 132' SP 5 2400)-30)6 O w 2 24 3050 DR 36• 96' 4 30AW-3216 3 n 25-SN 3W 63• 5 2MU-31A6 3A j n j ?S•SN W IV 4 XO/-30'M 4 33 2) 25-6N 16' 63• 5 211V-34H0 5 49 6LEO ew T4• W 6 263V-3310 b 33 2)25-SH 16• 63• 5 22111-34H0 T n a-M w by 1 4 1645M-30.0 WIND DESIGN CRITERIA A. CA51C WIND "eD MPH (3 SECOND 04151) LT.BO ) VASG.116 MAN B. MT624AL F1.TE68WM COO FKC ff.. )a G MOK CATEGOR1'.T1PE II D. EQ-O6UE CATF9ORY C NOIE, VALUES FOR C 21POMCM . CL.AMM P ESSL E AM BASED ON TILE wR DEMN 0Y 0 SPEED. F'BM 5TU M. (20M) ALLOWS MESE PRESMIES TO aE M'IILMILIED BY 0.6 TO MEET THE ALLOOMBLE OR HOPIMAL 1ESTM VALUES USED BY PRODUCT MANFACTUiER& PM U MM V ORMMLL 6HTA "nM 0U ALL RUM MUMS 24Y FMM DE RM 0.CCN ML E WMM AID TFBAT® W TiptA1E A IBM VFAW OM UY 3 V2' r•2' 2'-0' C W7LL 1LP 17AR Y/ 12xa 1R!® r• ac A CABINET SECTION 6I6 F.T. FM TO V-4' AFT:. W CM T-4' 46 r-------- f I LEAnronttcN I I E2T. IANAI I a• aA I 1 I II'- H' 14'•4' 4'-0' I I I I I I I ( 2) 15-61I I i El r, iL 1JYY1 u uan nunii L. LL . 1 1 LL IA LOIi1 I1II _ Mal r Us; 1 IL e1il1; I Q ii A Ir 2 CAR GARAGE 10•- 0•r<20'-2• 9 *. 4• m STONE VENEER T- 0 G4 6T- 0TCTfi ----- ---------- L 6E GF 70 0.001 Igo u81 I I< I L_ J 1 w- v x •d ar0 FIRST FLOOR PLAN SC . '- 0 T -C O O AIClITECT8 Groin 1u1 N NONA D REAGAN LVD LONGWOOD. R 32M rN: 407-77440n FAX 407.774a0m u. ooDs>m sumrv. A LOT- KENSINGMN RESERVE LOT # BB) MOD10LA SUMMERLAND VERSION# 01) PROJ1mCT/: 2997. 000 PALM: FIRST FLOOR PLAN r BTAAMME TECTOFC1>DA DATE 11/ 7/17 SCAIM 1/ 4*-1'-0" fillac 'r 3 02r 9 CCWCMff ND dADCNO OD LGDS MC ISO SWOREE TOR a 6000 D WIf ONL. 1111111EFOOTAW 013O am srN1Do 1! rt I 6 0" 36• it 5 16&f/-iL6 2 6 3051-M 36' 6r 5 28"-3w 2A D 30 045 36' 4S' 5 2%Met-3&10 28 6 ECo0 36' H 5 28•31 66/ 3 6 30151461 36' br 6 26"-3UD 4 6 404046 TEMP 46' Oar' 5 28531-3Tb0 5 6 36' br 4 2069/-3U4 i 6 3051-• SEcAa 36' it 4 F 2666/-3114 WIND DESIGN CRITERIA A BASIC WIND SPEED MF44 13 SECOND GUST) VULI.140 / VA5D.116 PPM a MEFNAL r4liffsoupw COEmcon•. J6 C: RW CAIEGOWr.TTr'E II o. E)- a C:ATECORT C NOTE. VALUES FOR COQFa01MM 4 CLADDING FIMS&RE ARE BASED, ON Tt•E vuk oEelrli WND WEED. FBCK STN ED. (209) ALLCUO IMESE F17ESSUFMO TO BE 1'LLMED BY 06 TO MET TbE ALLCUTAA" E OR NOMINAL TESTED VALUES USED BY PRODUCT TMNFAC:IUFiETS 1. I fiaCR to DFt7oELL NR4tLAT101 CTI ALL Nllffl6 resa re fROTI TN: ia6Sla It"ML W VWTIW AD TIELT® D T3MW A I@MR MAW 6FRAT IIB'-8 3 DiD , - HK V-4. EIRG. MT. I ®•-& FRL PLR - a..IJ1041G 41' M H4LP 01ALL 77! CLEAR Of'AG! NEHE T7E 4 w ' UALL SMALLLAND 11ESMALLSPE1tR• MANDRYL *. NOR. C041.61RTM A OINPA. #A CMW 6CGTICN SMALL HAVE AN CUTOVE DWETER CF AT LEAST 1 i' tA2 PM) AND NOT CIZ+ATM TMNI 2 1C/Eb 751 ITTI P THE W44PPAL IS NOT C RCULAA R SMALL HAVE A PEID'EMN Dt'ENOWN CF AT LEAST 4 NOES ADJ M V AND NOT f#ATER IMAM . P (60 MN WITH A MIME['[['[ CI14E6 6ECD0N OP DrISOWN CO 2 j' AT MU EDGES SMALL MAVE A MSIMII RADYS CP oA NCM Eo26 ml 2 RAILING DETAIL STAM DATA.- 17 RISERS 07.57• 16 TREADS 010' +1' NOSING DROP cEL143 TD — / I I/1• L pe•-e• FIA7t C iQ J// E2) 2M MF.ALER! AS j 6MQIN cN 94M . 42' IeoM r PWDR. ROOM W-NTHm-EJZ.A A witmam E3L ) D SrP S \ \ 6eo1aD QV Dd W-e• on L llDCTwLA \\ \ 3r LrrOM1 — q' T46S1p------- I 6L1lD 4 NALED - - _I I TON P.T. FLATS SMW IV Wd OJT NASA WOG MAX 1 STAIRI SECTION: 97-40' BRG. 10E W IDd x Y- Y ft" Noll: O15' OC2 IID16 STAXOM r--------- --------------- I I I I I I I I I I Ib'- 1' $•-4• 5.., 3'-2' 3'• 2- I 10'-10' b••0' I O 3 13031-SN SWIM$ SH N' SEAT To T OLL Iy AGLA55 ENC. PANowm' S 311ITE e e m - HATH C s•e a/a v LAV I g7 I ® 4 SM B I I5'- B' S'•4' 3'-B' I 1'•I' 41 II'•b' i t..I.c. e. g I e•e as I Z se an I 1 Loi IW-W QA R45N s 010• i0 3•- 0' 4 1 3'-8'- 11 14'•8' 4 1 n BEDROOM 3 j Ir- a•mom' de an r2Ti1Di - lea c .6 9 IAM I JE 4 4. 1 T. 3.- S. 4'- 6' 4•-1' '•0' 4._2. 3'-0' I'• b' I 2!0 • FIa 2A I 0' or m I9DdeCisBEDROOM 4 W- 21x14•-3• I I de as L1E OF ST — RAM 0EL011 3 i4511O 3M131-EN ErAE65 O 10'- 10' 10•-1• 4•- 4• 4.-4. 21'- 4' 30.- 0. L--------------------------- J L1E OF 67 FLOOR 0SjA1 SECOND FLOOR PLAN SCALE. V4 . I'-0' ElEVATTCN C AECNITECT9 6 Groin 1441 N. RONALD RE WG SLNI IONtWWD. 0.32750 N 407.714407a FM 407-7744078 414. NpDNwa1. A1.: 00=0 svON Ma. LJor. KENSINGMN RESERVE LDT JOB) MODEL& SUMMERLAND DEMON/ Ol) r1ft29197. 000 COND FLOOR PLAN r8rA' M OF FLOfIDAI DATM acAta 1/4"=1'-0" 9FIa. W 4 or 9 COLUMN DETAIL e' 6' WE)E R41 BNONG T(PJ 3 Q ODETAIL 3 SHUTTER DETAIL 6' WE PAMW BMONG (TYPJ TEXnIM CBIBM B C0ATNG FER (AMM LmumP/ 10'-8 3/4' 7ND FF. V-4' BRG. WW. 8'-0' MDR WW. 6' WIDE R4MV TEXIUPW COINn W COMM FBt (ASTM C!u) (TTF'---- 10'-8 3/4' 7NO FF. 40 T-4' BRCS. W.T. 40 8'-0' NDR NGT. 0'-0' FIN. FLR 5 FRONT ELEVATION BC.L.E, 114 " I'-0' MEEVAna4 'C:' W/ STCM REAR ELEVATION SC IX. 1/4 • 1'-91' M"ATICN 'C' W BTCM TEXMED C88(II" COATNG F9t (ASTM M)(TYP) 0 3 R416ED B40ft (TYP) EAC1E %84M BASE I -8 3/4' 8 - NGT. W/ 8' NEEL MM'.) TEX dW cE'I3inu CQ4flG PER (ASM town p) 10'-B 3/4' MD FF. 9'-4' 5R0 NGT. 8'-0' NDR W.T. 0 0IN. FL A 1 9 N I T 1 9 T 8 Groin 1-1 X ROMW REA".i.D LomemwO. R 32M rh .01.7U4m rru .07a4m u. 0003axs SUBDM & LOT. KENSINGTON RESERVE LOT Bee) IMODZU SUMMERLAND veRSION101) 2997.000 PAOffi FRONT & REAR ELEVATIONS r T==- - DATM 11/7/17 BCALM 1/4"a1'-0" slat= 1 OF 9 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot88KensingtonReserveSummeriandGRW Builder Name: RYAN HOMES Street: 3768 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: _ 3 5 4 nSANFORDOwner: Jurisdiction: 15 089 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1384.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=30.0 1384.00 ft' 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned Floor area below grade (W) 0 c. 11. Ducts R= ft Rft' 7. Windows(280.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.56 119.50 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 113.31 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.60 48.00 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.862 ft. Area Weighted Average SHGC: 0.307 14. Hot water systems a Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.116 Total Proposed Modified Loads: 69.71 PASS Total Baseline Loads: 70.56 1 hereby certify that the plans and spe ifications covered by Review of the plans and 1VIE Srg7, this calculation are in compliance w' 1 the Florida Energy Code. specifications covered by this indicates compliance vD _ _ calculation O withtheFloridaEnergyCode. al,,,--• •. PREPARED BY:14401.if Before construction is completed C4 DATE: 11-30-17 Rr Pratt this building will be inspected for a compliance with Section 553.908 I hereby certify that this build' g, as designed, is in compliance Florida Statutes. with the Florida Energy Code. DD W>E OWNER/ AGENT: _ BUILDING OFFICIAL: DATE: 1130617 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 6.0 ACH50 (R402.4.1.2). 11/ 30/2017 12:26 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 I:r)PKA Ra0r%_9n1A PROJECT Title. Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot88KensingtonReserveSum Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 88 Block/SubDivision: KENSINGTON RESE PlatBook: Street, 3768 CRAWLEY DOW County: Seminole City, State, Zip: SANFORD , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2421 22515.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 2421 22515.3 Yes 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 Main 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft2 1090 ft2 11 0 0 1 0 0.38 0.62 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 f12 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1384 ft2 0.11 Wood 11/30/2017 12:26 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Y tt OmL-_-To WaILType Spate R=Value-E"n-Et_.ln Area R-Vatue-Fraction-Absor--Grade%- 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 DOORS Omt Door Type Space Stones U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.56 0.29 30.5 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 S 2 Metal Low-E Double Yes 0.54 0.32 48.6 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 3 W 3 Metal Low-E Double Yes 0.56 0.29 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Metal Low-E Double Yes 0.56 0.29 30.5 ft2 1 ft 0 in 4 ft 1 in None Exterior 5 5 N 5 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 N 6 Metal Low-E Double Yes 0.54 0.32 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 7 E 7 Metal Low-E Double Yes 0.56 0.29 16.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 8 E 7 Metal Low-E Double Yes 0.56 0.29 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 E 8' Metal Low-E Double Yes 0.6 0.32 48.0 ft2 11 ft 0 in 1 ft 2 in None Exterior 5 10 E 8 Metal Low-E Double Yes 0.54 0.32 32.4 ft2 11 ft 0 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000355 2251.5 123.61 232.46 3187 6 11/30/2017 12:26 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None fl= DUCTS Supply -- Return-- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Jan Feb Mar Mar j Apr Apr I May riJun [Xj Jul May Jun ] Jul X Aug j i Au[ Se Sep Oct Oct Nov Nov Dec Dec Ventin Jan Feb Mar X] A r May Jun ] Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/30/2017 12:26 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3768 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.56 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.32 c. U-Factor: Dbl, U=0.60 SHGC: SHGC=0.32 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1384.00 ft2 2421 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 119.50 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 113.31 ft2 12. Cooling systems kBtu/hr Efficiency 48.00 ft2 a. Central Unit 38.5 SEER:15.00 8. Floor Types Insulation a Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 3.862 ft. 0.307 Area 14. Hot water systems 1090.00 ft2 a. Electric 291.00 ft2 b. Conservation features ft2 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 complia lvhBuilderSignature: Date: 11/30/17 Address of New Home: 3768 CRA LEY DOWN LOOP City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat eTHE STg7 4Vo 0 16. WE f Q 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. 11/30/2017 12:26 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 3768 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 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 party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 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). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (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. 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 leakagewindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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 (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that forth 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 individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i), 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 cfrn (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 test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/30/2017 12:26 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software 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'/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that 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 not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/30/2017 12:26 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software 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. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. 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. 11/30/2017 12:26 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lol88KensingtonReserveSummeriandGRW Builder Name: RYAN HOMES Street: 3768 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/30/2017 12:26 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831.2665 For: RYAN HOMES 3768 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Job: LotWensingtonReserv... Date: 06.03.15 By: BENTLEY Outdoor design DB: 92.5°F Sensible gain: 29403 Btuh Entering coil DB: 77.5°F Outdoor design WB: 76.2°F Latent gain: 5073 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 34475 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32067 Btuh 109% of load Latent capacity: 6389 Btuh 126% of load Total capacity: W456 Btuh 1120/o of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 27727 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 122% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 89% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. 2017-Nov-08 16:37:48 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 iCf...IandGRMLot88KensingionReserveSummerlandGRW.rup Calc = MJ8 House faces: W Component Constructionswrightsoft• P Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot88KensingtonReserv... Date: 06.03.15 By: BENTLEY Project• • For: RYAN HOMES 3768 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 16 (M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fe I3Whm2'F le-•F/Btuh SWh/It° BWh euh/112 BWh Walls 12C-0sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Firm wall, r-11 cav ins, 1/2' gypsum board int fnsh, 2'x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 It window ht, 1.17 it sep.); 6.67 it head ht 2A-2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 11 ft overhang (5.3 It window ht, 1.17 ft sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 205 0.091 13.0 2.52 516 2.35 482 s 366 0.091 13.0 2.52 921 2.35 860 w 194 0.091 13.0 2.52 488 2.35 455 all 1145 0.091 13.0 2.52 2885 2.35 2692 n 345 0.201 0 5.57 1923 4.37 1510 e 195 0.201 0 5.57 1084 4.37 851 s 292 0.201 0 5.57 1624 4.37 1275 w 59 0.201 0 5.57 330 4.37 259 all 891 0.201 0 5.57 4960 4.37 3895 271 0.097 11.0 2.69 729 1.75 475 n 15 0.540 0 15.0 228 15.9 243 e 15 0.540 0 15.0 228 39.2 598 s 31 0.540 0 15.0 456 16.2 494 all 61 0.540 0 15.0 912 21.9 1335 n 33 0.540 0 15.0 489 14.1 460 s 49 0.540 0 15.0 733 15.7 767 all 82 0.540 0 15.0 1222 15.0 1228 e 16 0.540 0 15.0 239 39.2 628 w 12 0.540 0 15.0 179 39.2 471 all 28 0.540 0 15.0 419 39.2 1098 e 33 0.540 0 15.0 489 14.1 460 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, a 48 0.620 0 17.2 824 16.2 776 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 It overhang (8 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2017-Nov-08 16.37:48 wrightsoft" Right -Suite® Universal 2017 17 0 23 RSU23828 Page 1 14CCf'.... landGRW\Lot88KensingtonReserveSummeriandGRW.rup Calc - MJ8 House faces: W 2A-2om: 2 glazing, clr ouir, air gas, mil no brk Irm mat, cir low-e innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5.08 ft window ht, 4.08 ft sep.); 6.67 It head ht Doors IIJO: Door, mil Ibrgl type w 11 DO: Door, wd sc type n Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, Irm fir, 6" thkns, carpel fir fnsh, r-13 cav ins. gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 31 0.540 0 15.0 456 39.2 1196 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 2017-Nov-08 16:37:48 4t wrightsoft' Right -Suite® Universal 2017 17 0 23 RSU23828 Page 2 lendGRW\Lot88KensingtonReserveSummedandGRW rup Calc a MJ8 House faces: W Pt Summary Job: Lot86KensingtonReserv... roecwrightsoft• Y Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 For: RYAN HOMES 3768 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 20BED 4 RVSD 3-20-2017 NMB L.S. 11-8-17 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22512 Btuh Ducts 5215 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27727 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average He 2t4ri21 C0 242J 21176 21176 0.41 0.21 145 74 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI. Model GSZ140421K AH R I ref :8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 38000 Btuh @ 47°F 27 0 1283 cfm 0.046 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20953 Btuh Ducts 8449 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 29403 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5073 Btuh Equipment Total Load (Sen+Lat) 34475 Btuh Req. total capacity at 0.81 SHR 3.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AH R I ref :8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 31185 Btuh Latent cooling 7315 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 37 4 g wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Nov OB 1Pae 8 a IMP....IandGRW\Lot88KensingionReseneSummedandGRW.rup Cale - MJ8 House laces: W wrightsoft• Right-JO Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL 3277111 PPhhND40 ION665 Job: LotWensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 3 Exposed wall Room height 273.0 it 8.6 it 53.0 it 9.3 If heat/cod 4 5 Room dimensions Room area 2464.8 ft2 1.0 x 576.8 it 576.8 f12 Ty Construction number U-value Btuh/ft2-*F) Or HTM Btuh/fl2) Area (III or perimeter (it) Load Stuh) Area (III or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 11 Vy I--fd 12C-Osw 2A-2om 13A-2ocs 2A-2orn 12C-Osw 2A-2om 2A-2om 13A-2ocs 2A-2om 2A-2omd 12C-Osw 2A-2om 13A-2ocs 2A-tom 12C-Osw 2A-2om 2A-2orn 13A-2ocs 11J0 128.Osw 11D0 168.38ad 0.091 0.540 0201. 0.540 0.091 0.540 0.540 0.201 0.540 0.620 0.091 0.540 0.201 0.540 0.091 0.540 0.540 0.201 0.600 0.097 0.390 0.026 n n n n a a a a a a s s s s w w w w w n 2.52 14.96 5.57 14.96 252 14.96 14.96 5.57 14.96 17.17 2.52 14.96 5.57 14.96 2.52 14.96 14.96 5.57 16.62 2.69 10.80 0.72 235 15.94 4.37 14.08 235 39.23 39.23 4.37 14.08 16.17 2.35 16.18 4.37 15.65 2-35 39.23 39.23 4.37 18.51 1.75 1203 1.41 396 15 378 33 236 16 15 275 33 48 396 31 341 49 236 12 31 79 20 289 18 1384 381 0 345 0 205 0 0 195 33 48 366 25 292 0 194 0 0 59 20 271 18 1384 960 228 1923 489 516 239 228 1084 489 824 921 456 1624 733 488 179 456 330 334 729 193 997 896 243 1510 460 482 628 598 851 460 776 860 494 1275 767 455 471 1196 259 372 475 215 1955 0 0 303 33 0 0 0 154 33 0 0 0 0 0 0 0 0 37 20 121 18 6 0 0 271 0 0 0 0 121 33 0 0 0 0 0 0 0 0 17 20 103 18 6 0 0 1507 489 0 0 0 675 489 0 0 0 0 0 0 0 0 96 334 278 193 4 0 0 1183 460 0 0 0 530 460 0 0 0 0 0 0 0 0 75 372 181 215 8 yl yl L(; Vy 6 Vjl G 1y II-2 Vy O P L-- o c F 20P-13c 0.068 1.88 0.98 291 291 548 284 0 0 0 0 F 22Acd 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 182 Envelope loss/gam 18119 15982 5517 3304 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 2630 3 690 230 subtotal (lines 6 to 13) 1 22512 20953 6447 4525 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22512 20953 6447 4525 15 Duct bads 230% 40'/6 5215 8449 22% 35% 1433 1563 Total room bad 27727 29403 1 7880 6088 Air required (cfm) I 1 1283 1283 1 365 266 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsotft 2017-Nov-0816:37:48 A ' Y` 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 IandGRW\Lot88KensingtonReserveSummeriandGRW.rup Cale a MJ8 House faces W wrightsoft• Right-M Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL 327 11 OND40 ION665 Job: LotWensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 it 11.5 it 3 Room height 9.3 it heat/cod 9.3 it heat/cod 4 5 Room dimensions Room area 13.0 x 25.0 It 325.0 ft2 1.0 x 155.0 it 155.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ftj Load number BtuFVlt2-•F) atuh/ft2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W f--t 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 n n n 252 14.96 5.57 2.35 15.94 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0vLG 11 2A-2om 0.540 0.091 n a 14.96 2.52 14.08 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLS12C-0sw 2A-2om 2A-2om 13A-2ocs 0.540 0.540 0.201 a a a 14.96 14.96 5.57 39.23 39.23 4.37 0 0 121 0 0 73 0 0 408 0 0 321 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2omd 0.540 0.620 a a 14.96 17.17 14.08 16.17 0 48 0 48 0 824 0 776 0 0 0 0 0 0 0 0V6-6--CGG Vy t- G 12C-Osw 2A-2om 13A-2ocs O.091 0.540 0.201 s s s 2.52 14.96 5.57 235 16.18 4.37 0 0 233 0 0 201 0 0 1117 0 0 877 0 0 107 0 0 91 0 0 507 0 0 398Vjl-- IG 2A-2om 12C-0sw 2A-2om 2A-2om 13A-2ocs 11J0 1213-0sw 0.540 0.091 0.540 0.540 0.201 0.600 0.097 s w w w w w 1496 2.52 14.96 14.96 5.57 16.62 2.69 15.65 2.35 39.23 39.23 4.37 18.51 1.75 33 0 0 0 0 0 0 0 0 0 0 0 0 0 489 0 0 0 0 0 0 512 0 0 0 0 0 0 16 0 0 0 0 0 168 0 0 0 0 0 0 168 244 0 0 0 0 0 451 256 0 0 0 0 0 294 j I--G tt --CG yI t---D P 11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 c 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cd 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 61 c) AED excursion 150 1 5 Envelope loss/gain 3880 2335 1517 953 12 a) Infiltration 666 2% 202 65 b) Room vehtilation 0 0 0 0 13 Infernal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1 4546 3751 17191 1018 Less external load 0 0 0 0 Less trdnsfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4546 3751 1719 1018 15 Duct bads 1 221/6 35% 1010 1295 22% 35% 382 352 Total room bad 1 5557 5046 2101 1370 Air required (cfm) 1 257 220 1 97 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft' Right -Suite® Universal 2017 17.0 23 RSU23828 2017 Nov-08 1 Page 2 IandGRW\Lot88KensingionReserveSummeriandGRW.rup Cale- MJ8 House laces: W 9 wrightsoft• Right-M Worksheet Job: LotWensingtonReserveSlu Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name POWDER MASTER SUITE 2 3 Exposed wall Room height 12.5 It 9.3 It heat/cool 30.0 It 8.0 It Pleat/cod 4 5 Room dimensions Room area 4.5 x 8.0 It 36.0 ft2 16.5 x 13.5 It 2228 It2 Ty Construction number Or StutVfF) HTM BuNIt2) Area orperimeter ( IQ h Bu) Areaoperimeter (It) B h) u Heat CodGross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 1-- f 12C- 0sw 2A- 2an 13A- 2ocs 0. 091 0. 540 0. 201 n n n 252 14. 96 5. 57 235 1594 437 0 0 75 0 0 75 0 0 416 0 0 326 108 15 0 93 0 0 234 228 0 218 243 0 v 11 C2A• 2om 12C-0sw 2A- 2om 2A- 2om 13A- 2ocs 0. 540 0. 091 0. 540 0. 540 0. 201 n a a a a 1496 2. 52 14. 96 14. 96 5. 57 14. 08 235 39.23 39. 23 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 0 15 0 0 117 0 0 0 0 294 0 228 0 0 275 0 5% 0 Vjl II- G Vy 2A-2om 2A- 2ond 12C- 0sw 2A- 2on 13A- Zocs 2A- 2om 12C- 0sw 2A- 2on 2A- 2orn 13A- 2ocs 11, 10 128- 0sw 11D0 16B-38ad 0. 540 0 620 0. 091 0. 540 0. 540 0. 091 0. 540 0. 540 0. 201 0. 600 0. 097 0. 390 0. 026 a a s s s s w w w w w n 14. 96 17. 17 252 14.96 5. 57 14. 96 2. 52 14. 96 14. 96 5. 57 16. 62 269 10.80 0. 72 14. 08 16. 17 2. 35 16. 18 4. 37 1565 235 39. 23 39. 23 4. 37 18. 51 1. 75 1203 1.41 0 0 0 0 0 0 0 0 0 42 0 0 0 7 0 0 0 0 0 0 0 0 0 42 0 0 0 7 0 0 0 0 0 0 0 0 0 234 0 0 0 5 0 0 0 0 0 0 0 0 0 184 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 223 0 0 0 0 0 0 0 0 0 0 0 0 0 223 0 0 0 0 0 0 0 0 0 0 0 0 0 160 0 0 0 0 0 0 0 0 0 0 0 0 0 315 II- G t-- G t- G0.201 Vjl tl--- fG P 1D C F 20P- 13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acd 0. 989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 23 101 Envelope losstgain 997 497 1145 1548 12 a) Infiltration b) Room ventilation 219 0 71 0 451 0 146 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1216 568 1596 2524 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 568 1596 2524 15 Duct loads 229% 35% 270 196 251/6 45'/0 394 1147 Total room bad 1486 764 1 1990 1 3671 Airrequired (cfm) 1 69 33 92 160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsotFt' 2017- Nov-0816:37:48 A Ad- 9 Right - Suite® Universal 2017 17.0.23 RSU23828 Page 3 IandGRW\Lot88KensingionReserveSummedandGRW.rup Calc - MJ8 House laces: W wrightsoft• Right-JO Worksheet Entire House DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 OND40 ION665 Job: Lot138KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 it 10.5 it 3 Room height 8.0 it heat/cool 8.0 it heat/cod 4 5 Room dimensions Room area 5.0 x 5.5 it 27.5 f12 1.0 x 1028 it 102.8 112 Ty Construction number U-value Btuh/112_'F) Or HTM 81 f12) I Area (ft2) or perimeter (it) Load Bluh) Area (02) or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W l--fa 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0201 n n n 252 14.96 5.57 235 15.94 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 11 G 2A-2om 12C-0sw 0.540 0.091 n a 14.96 2.52 14.08 2.35 0 40 0 40 0 101 0 94 0 36 0 20 0 50 0 47 2A•2om 2A-2om 0.540 0.540 0.201 a a a 14.96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 239 0 0 628 0 0 fGGa V613A-2ocs 2A-2om 2A-2omd 0.540 0.620 a a 14.96 17.17 14.08 16.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VGC 12C-0sw 2A-2orn 13A-2ocs 0.091 0.540 0.201 s s s 252 14.96 5.57 235 16.18 4.37 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 121 0 0 113 0 0Vjl I 2A•2om 12C-Osw 0.540 0.091 s w 14.96 2.52 15.65 235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2om 2A-2om 13A.2ocs 0.540 0.540 0.201 w w w 14.96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 11J0 128.Osw 0.600 0.097 w 16.62 2.69 18.51 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D P L- D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 168-Mad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acd 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 23 Envelope loss/gain 121 127 485 956 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 196 151 643 1007 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 151 643 1007 15 Duct bads 251/6 450/6 48 69 25% 4SVl 159 458 Total room bad 244 220 801 1465 Air required (cfm) 11 10 37 64 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0.23 RSU23828wrightSotTt" Right-SuiteO Universal 2017 172017• Nov-Novt Page 4 IandGRW\Lot88KensingtonReserveSummeriandGRW rup Calc = M.18 House faces: W 9 wrightsoft• Right-M Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD. FL 3277111 PhND4071oN665 Job: LotWensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 3 Exposed wall Room freight 9.0 It 8.0 it heat/cool 10.5 it 80 It heat/cool 4 5 Room dimensions Room area 3.5 x 5.5 It 19.3 ft2 13.0 x 10.5 It 136.5 ftz Ty Construction number U-value Btu!VWt *F) Or HTM Btuhlft2) Area (fig or perimeter (It) Load Btuh) Area (W) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cod 6 11 W L 12C-0sw 2A•2om 13A•2ocs 2A-2om 12C-0sw 2A-2om 2A•2om 2A-2om 2A-2omd 12C-0sw 2A•20m 13A-2ocs 2A•2om 2A-2om 2A•2om 13A•2ocs 11,10 12B-0sw 11130 168-38ad 0.091 0.540 0.201 0.540 0.091 0.540 0.540 0.201 0.540 0.620 0.091 0.540 0.201 0.540 0.091 0.540 0.540 0.201 0.600 0.097 0.390 0.026 n n n n a a a a a a s s s s w w w w w n 2.52 14.96 5.57 14.96 2.52 14.96 14.96 5.57 14.96 17.17 252 14.96 5.57 14.96 2.52 14.96 14.96 5.57 1&62 269 10.80 0.72 235 15.94 4.37 14.08 2.35 39.23 39.23 4.37 14.08 16.17 2.35 16.18 4.37 15.65 235 39.23 39.23 4.37 18.51 1.75 12.03 1.41 0 0 0 0 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 71 0 0 0 0 0 111 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 66 0 0 0 0 0 104 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 84 15 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 69 13 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 173 228 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 0 0 162 247 0 0 0 0 0 0 0 0 0 193 Vjl Imo; Vjl V613A•2ocs y! t--G V612C-Osw VLO P C F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 224cd 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 19 Envelopeloss/gain 195 187 500 583 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 331 231 658 634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 231 658 634 15 Duct loads 259/6 45% 82 105 259/6 1 45% 162 288 Total room load 412 336 1 820 922 Air required (cfm) I I I 19 15 38 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ZA-Fih- wr1ghtS40ft' Right•SuiteO Universal 2017 17.0.23 RSU23828 2017 Nov 08 1 Pagge 5 IandGRW\Lot88KensingionReserveSummeriandGRW.rup Calc - MJ8 House faces: W wrightsoft• Right-JO Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL 327 11 ONDIoo N665 Job: Lot88KensingtonReserveSu... Date: 06.03A S By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wail 10.5 It 27.5 It 3 Room height 8.0 It heat/cod 8.0 It heat/cool 4 5 Room dimensions Room area 13.0 x 10.6 It 137.6 f12 10.5 x 17.0 It 178.5 ft2 Ty Construction number U-value BtuWit2-*F) Or HTM letuh/ft2) Area (ft2) or perimeter (fl) Load Btuh) Area (112) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Hat Cod Gross N/P/S Heat Cool 6 t12C-0sw C 2A•2om 13A•2ocs 0.091 0.540 0.201 n n n Z52 14.96 5.57 2.35 15.94 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2om 12C-0sw 0.540 0.091 n a 14.96 2.52 14.08 Z35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 13A-2ocs 0.540 0.540 0.201 a a a 14.96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0v 2A-2orn 2A•2omd 0.540 0.620 a a 14.96 17.17 14.08 16.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G II -CG' t-G2A•2om 12C-0sw 13A-2ocs 0.091 0.540 0.201 s s s Z52 14.96 5.57 Z35 16.18 4.37 84 15 0 69 13 0 173 228 0 162 247 0 136 0 0 136 0 0 343 0 0 320 0 0yl l 2A-2om 12C-0sw 0.540 0.091 s w 14.96 Z52 15.65 Z35 0 0 0 0 0 0 0 0 0 84 0 69 0 173 0 162 G 6 2A-2om 2A-2om 13A•2ocs 0.540 0.540 0.201 w w w 14.96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 228 0 0 598 0Vjl 11J0 128.0sw 0.600 0.097 w 16.62 Z69 18.51 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D P 11D0 0.390 n 10.80 IZ03 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-13c 0.068 1.88 0.98 0 0 0 0 137 137 257 133 F 22Acd 0 989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 19 186 Envelope loss/gain 500 583 1130 1651 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Intemai gams: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 658 634 1543 1785 Less extemai load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 658 634 1543 1785 15 Duct loads 25% 45% 162 288 251/6 1 45% 381 812 Total room load 820 922 1 1924 2597 Air required (cfm) 38 40 89 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSaft- Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Nov-08 1 Page 6 IandGRW\LolS8KensingtonReserveSummerfandGRW.rup Cab - MJ8 House faces: W 9 wrightsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR 0, FL 32771 Phone: 407-931-2665 Job: Lot88Kensington ReserveSu... Date: 06. 03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 It 0 If 3 Room height 8.0 It heat/cod 8.0 It heat/cool 4 5 Room dimensions Room area 5.5 x 7.0 It 38.5 f12 5.5 x 10.5 fl 57.8 ( t2 Ty Construction number U- value BluM112-°F) Or HTM Stuhtf12) Area (( t2) or perimeter ( ft) Load Stuh) Area ( 119 or penmeter ( ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W C 12C- 0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 n n n 252 14. 96 5.57 235 15. 94 4.37 56 0 0 56 0 0 141 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A- tom 12C-Osw 0.540 0.091 n a 14. 96 2.52 14.08 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- tom 2A-2orn 13A-2ocs 0.540 0.540 0.201 a a a 14. 96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GG 4y 2A- 2om 2A-2omd 0.540 0.620 a a 14. 96 17.17 14.08 16.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I-- G 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 s s s 252 14. 96 5.57 2.35 16.18 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 1-G 2A-2om 0.540 0.091 s w 14. 96 2.52 15.65 235 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V612C- 0sw2A-2om 2A-2om 13A-2ocs 0.540 0.540 0.201 w w w 14. 96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 1-0 11J0 128-0sw 0.600 0.097 w 16. 62 2.69 18.51 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L- o 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B- 38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 20P- 13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A- col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 3 Envelope loss/ gain 169 178 42 78 12 a) Infiltration 105 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 274 212 42 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 212 42 78 151 Duct bads 25% 45% 68 96 259/6 1 451/6 10 36 Totai room bad 342 308 1 52 114 Air required ( cfm) 1 16 13 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoft- 2017-Nov-08 16.37 48 AA wr9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7 IandGRW\Lo188KensingtonReserveSummedandGRW.rup Calc - MJ8 House faces: W wrightsoft" Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot88KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 ft 48.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 7.5 x 9.5 f1 71.3 f12 1.0 x 379.8 f1 379.8 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (fl2) Load number BtutVWt *F) at f12) or perimeter (ft) Btuh) or perimeter (11) Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VLfa 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 n n n 252 14.96 5.57 2.35 15.94 4.37 0 0 0 0 0 0 0 0 0 0 0 0 232 0 0 232 0 0 585 0 0 546 0 0Vy I---G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-Qsw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 2A-2qm 13A-2ocs 0.540 0.540 0.201 a a a 14.96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 2A-2om 2A-2gmd 0.540 0.620 a a 14.96 17.17 14.08 16.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W G 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 s s s 252 14.96 5.57 2.35 16.18 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04y 1 2A-2o(n 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.52 235 0 0 0 0 152 125 314 293 2A-2om 0.540 w 14.96 39.23 0 0 0 0 12 0 179 471 V---------CGG 4y 2A-2om 13A-2ocs 0.540 0.201 w w 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 15 0 0 0 228 0 598 0 O 11,10 12B-0sw 0.600 0.097 w 1662 269 18.51 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L_D 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537 F 20P-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 22Acol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 27 333 Envelope loss/gain 51 74 1871 2929 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 674 2593 3162 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 674 2593 3162 15 Duct loads 1 259/6 1 459% 1 13 306 251/6 1 451/0 640 1438 Total room bad 64 980 3233 4600 Air required (cfm) 3 1 150 201 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Nov-08 1 Page IandGRW\Lot88KensingionReserveSummenandGRW.fup Calc - MJ8 House faces: W Duct System Summary Job: LotMKensingtonReserv... wrightsofte Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: RYAN HOMES 3768 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.275 in/100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.275 in/ 100ft 1283 cfm 124 ft Name Design Btuh) Htg cfm) Clg Cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH C 114 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 C 922 38 40 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 C 922 38 40 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 C 2597 89 113 0.376 6.0 Ox 0 VIFx 20.5 70.0 GREAT RM h 3940 182 133 0.285 8.0 Ox 0 VIFx 29.4 90.0 st1 GREAT RM-A h 3940 182 133 0.296 8.0 Ox0 VIFx 24.7 90.0 SO LAUNDRY C 980 3 43 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT C 4600 150 201 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER BATH C 1465 37 64 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE C 3671 92 160 0.319 8.0 Ox0 VIFx 21.6 85.0 st2 MASTER W.C. h 412 19 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 244 11 10 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 342 16 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOKWITCHEN h 5557 257 220 0.275 9.0 Ox 0 VIFx 33.8 90.0 st1 POWDER h 1486 69 33 0.288 5.0 Ox 0 VIFx 28.0 90.0 SO STUDY h 2101 97 60 0.279 6.0 Ox 0 VIFx 32.0 90.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Cfm) FR fpm) in) in) Material Trunk SO Peak AVF 788 579 0.275 564 16.0 0 x 0 VinlFlx st2 Peak AVF 213 302 0.296 554 10.0 0 x 0 VinlFlx 2017-Nov-08 16:37:49 iti wrightSWIV Right -Suite® Universal 2017 17 0.23 RSU23828 Page 1 ACCA..IandGRW\Lot88KensingtonReserveSummerfandGRW rup Calc = MJ8 House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2017-Nov-08 16:37:49 wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCA...IandGRlMLot88KensingionReserveSummedandGRW.rup Cale a MJ8 House laces: W FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 11/f3/2017 4:49:42 PM Page 1 of 1 v NOTE TO BUILDERIMUST PROVIDE UNRESTRICTED 11 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS II Cn Transfer ducts/grills sized In compliance I I i Z q-, Iwlth Florida Residential Building Code-M1602.4 I I 3' bath duct = CO balanced return air. I I EXCEPTIONS 1-3 to roof cap lV I II w/fan 06 o Cf\ Cn N>e+ I Nutone 6 6RNB ,L V 0 w4sw u C) ITI 4' Ox4 uia V I 14x8 Iwcd I Q >L 135 4, e' I lox 6 Iwcd I 2200 2wcd 1908 iwcd I S I 1.1 j 1 8' 1 rag I I ai Z I i U a CY A' I • O 3 d %D x4 iwcd 14' 6' 14x8 lwcd 19' i l0 U 5 I0x6 iwcd J I e 6x r g O O) I 5 O dC 1, ® 4lwc 10, e m N m P ; (4_ -P I Ox6 rag z O\3 i-' 3 Z Ox6 rag Al jl r 6' W L JI0x6Iwc Z ! ---- —6'8x4 i1B' °-nUd i lOx6 Iwcd 45U 60CR 5, rng xooCC ! Ox lw a s y o 0 L 00 d 5 u 8' Ox6 rag i-' as w a L Y) -P 3 Z yMOb 14x8 Iwcd v i 200 - tY i N Cd 4 lOg6 iwcd - W I X I 1! Q > r- 4s. PQ o W3.5 TON V/8KV 2240V 1PH i D platform by is £ " I 3bldr W 18x13 plen D 1-4 Ox6 wcd Q scale Z 45M 2444 rod IOU letFeN A z L 3' bat duct Q to roof cap p J ~ w/fan LO -----------_ Nutone 696RNB LLLJ J Dc0w`pW Q (000YoaI Rating z co m LUU > z J z o w O J O 5 Q w Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m EL J U) 0 0 Y,q-u i4am 6s Sit MMar., hen Aaac2 6L/-.+s ), vm ,.) 2e s _ kod 4 3, RECORD COPY 9 Lo, s AV wf l 1 v V 7Y Aw L'/ N. N" j LAV SANFORD 1 DESCRIPTION AS FURNISHED: Lot through 92, Public Records of Se, PLOT PLAN FOR / CERTIFIED TO LOT 30 PALM HAMMOCK A PB 1, PGS 104-1 LOT 89 38, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86. inole County, Florida. , Ryon Homes/NVR Inc W O O w O I N 00°19'09 " W 11,35' \ 33.17' i RFCORD COPY LOT 76 ZONIN DAT(8 Ok to construct single family home with setbacks and impervious area shown on plan. yq• Z`/, gip. SN00019'09"' W vmmxv. Owl G, 26.65' 1 JLOT88of 38.17' 5.00' EXTENDED LANAI S.00' 30.0' E W c PROPOSED MODEL SUMMERLAND- C O O gOO2CARGARAGERIGHTd, WjI In ENTRY 8. 7' C 21 3' [-- 5.00' DRIVE 25. 50' 10' UrIL/1Y ESMTI — — — 4' CONC S/W I 25. 50' L — IV - LEYDO TVN 50' PUBLIC R/W') LOT 87 P. C. OF 9a LOT 82 1r-------- o 302. 92" V 00019,09" W 40. 00' LOOP PROPOSED m FINSHED SPOT GRADE ELEVATIONS I PLOT PLAN ONLY NOT A. SURVEY G K ' Ati Fu NrsH PER ORAINACE PLANS PLOT PLAN AREA CALCULATIONS •• NF 25 REAR 20' PROPOSED DRAINAGE F! OW. 0 IMPERVIOUS COVERAGE - 2,335t SQUARE FEET OR 49.2R' SIDE a 5' FOR 40' LOTS LOT GRADING TYPE A • ' . OQ05 LOT CONTAINS 4, 743t SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS 31.0Q Q LMNGAREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 7871 SQUARE FEET SIDE STREET = 25' CR USELNMEYEIR - SCOTT & ASSOC, INC. - -LAND SUR VL'.YORS . LEGEND = LEGEND - P . PLAT aL- . POWT am LINE 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD TTP. TYPIGL I NOTE& IA. • IRON PIPROD PAL • POINT IC REVERS[ C CURVATURE 1. THE UNDERSIGNED DOES HERESY CERTIFY rHAr THIS SURVEY MEETS THE STANDARas OF PRACTICE SET FORM or TIE FLOBIOA BWRD or CACOMPOUND CONCRETE TORMENTRA0. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER 5J-17 FLORIDA AOWNLSITNTIVE CODE PURSUANT1D SECTION 472.027, FLORIDA SrAtuES SCT Lt. . 1/21 IA../ILS 45% NA ION -RADIAL I 2. UNLESS EMBOSSEDIMWITH s1/ VEI ROR'S =NATUREAND ORCINAL RAISED SEAL, FIGS SURVEY MAP OR COPIES ARE HOT VALID. REC. RECOVERED VP. • VITHESS POINT J. THIS SURVEY WAS PREPARED FROM ITU OIFORMAl10H FURMSHED TO ME SURVEYOR. MERE MAY BE OTHER RESTINCTIONS PAS. POINT OF SCGOfHNG CALL • CALCULATED OR CASEMENTS Tr AFFECT THIS PROPERTY. PK • POINT WCOKKIM"CNT PAR • ICRHANCHT REFERENCE TOM TENT 4. NO UNDERGROUND MPAOVEMEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE Fr. . 21ILDIEO FLDOR ELEVATION 9, DOS SURVEY IS PREPARED MR ME SOLE BENEFIT OF THOSE CERTIFIED M AND SHOULD mar 8E REUED UPON Or AHY OTHER ENTITY. _... N a • NAILLDISKDSL • rNtSHNO rLOOR K LINE R/V RIONT- OF-VAY OR • BENCHMARK a DMENSIONS sNowN FOR THE LOGVFOI. OF tMPROVEMEMS HEREON SHOULD Nor BE USED To RECoNSTRUCr BDUNOMFr LINES. ESNT. CASEJIENT SJL • BASE IRJAt1(G 7. BEAWNCS; ARE WED AS.SLMED DAllal AND ON ME LINE SHOWN AS BASE BEARWC (B.B.) DRAIN DRAINAGE A ELEVATIOIQ If SHOWN, ARE BASED CH NATIONAL GEDOETIC VERTICAL. DATUM OF 1029. UNLESS OTHERWISE NOTED. UT I. • UTILITY EDE • CHAIN LINK FENCE 9. CERTIFCATE OF AUDMRLEArON Na 4599. VDFC. VOOD FENCC C/D POINTCURVATURE CECREtt BLOCK P. C. CURVATURE SCALE I---- 1 • - 20'—i DRAWN BY: MLT I P.T. POINT OF TANGENCY DATE_ OCSC. DESCRIPTION CERTIFIED BY: .__ ORDER No.. . R • RAOIUS n ARC L. „ GT„ I PLOT PLAN I 1-03-2017 4791-17 DELTA C.O. CHORD SCARING NORTH -/ THIS BUILDING/ PROPERLY GOES N07 UE WITHIN I — --/- •— THE ESrABUSHED 100YEARFLOODPLANEASPER 'ARM* TOM X. GRUSENAIEYf , N.LS.- ZONE C MAP / 121 VC0090F (00-28-07) JAMES W. SCOTT R. L / 4801 s s Aml ROOF TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES a o PROJECT: KENSINGTON RESERVE 0 w COUNTY: SEMINOLE a LOT/BLK/MODEL: LOT:88 / MODEL:SUMMERLAND / ELEV:C / GAR R JOB#: 70222 MASTERM XRSSUCE OPTIONS: 30X10 EX LANAI RE: Job XR5SUCE Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A•1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SUMMERLAND Address: Subdivision: City: County: Hillsborough State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 48 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0058340 FG2 1/12/17 13 A0058352 FL10 1/12117 25 A0058329 CA 1/12117 2 A0058341 FG3 1112117 14 A0058353 FL11GE 1/12/17 26 A0058330 CJ1A 1/12/17 3 A0058342 FG6 1/12/17 15 A0058319 A01 1/12/17 27 A0058331 CJ2 1/12/17 4 AO058343 FL01 1/12/17 1 16 AO058320 A02 1/12/17 1 28 A0058332 CJ3 1/12/17 5 A0058344 FL02 1/12/17 17 A0058321 A03 1112117 29 IA0058333 CJ3A 1112/17 6 A0058345 FL03 1/12/17 18 A0058322 A04 1/12117 30 A0058334 CA 1/12/17 7 A0058346 FL04 1/12/17 19 A0058323 A05 1/12/17 31 A0058335 CJ5 1/12/17 8 A0058347 FL05G 1/12/17 20 A0058324 A06 1/12/17 32 A0058336 D05 1/12/17 9 IA0058348 FL06GE 1/12/17 21 IA0058325 A07 1/12/17 1 33 A0058337 E01 1/12/17 10 A0058349 FL07 1/12/17 22 A0058326 B03 1112/17 34 A0058338 E02 1/12/17 11 A0058350 FL08 1/12117 23 A0058327 B03E 1/12/17 35 A0058339 E03 1/12117 12 A0058351 FL09G 1112/17 24 A0058328 B04 1/12/17 36 A0058354 I HJ5C 1112/17 The truss drawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2017. NOTE.The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building Is the responsibility of the building designer, perANS11TPI-1 Sec. 2. The Taus Design Orawing(s)(TOO[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDOs (also referred to at times as Structural Engineering Documental are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty AnthwV T. Engineer), the seal here and on the TOO represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the Too only: The Building Designer Is responsible for and shall coordinate and review the TODs for compatibility with their written engineering requirements. Please review all TOOs and all related notes. Page 1 of 2 Anthony Tombo 111. P.E. SERIAL #: i 38 BC A2 2100 00 00 00 4C 12 87 OF Lumber design values are in accordance with ANSIRPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job XR5SUCE No. Seal # Truss Name Date 37 A0058355 HJ6 1/12/17 38 A0058356 HJ7 1/12/17 39 A0058357 J5A 1/12/17 40 AO058358 J5C 1/12/17 41 IA0058359 ME 1/12/17 42 A0058360 J6 1/12/17 43 A0058361 J7 1/12/17 44 A0058362 M6A 1/12/17 45 A0058363 M68 1/12/17 46 IA0058364 MG7 1/12/17 47 A0058365 VM3 1/12/17 48 IA0058366 I VM5 1/12/17 Page 2 of 2 Job Ngg Ngg ype uty ply RYAN HOMES A0056319 xRSSUCE A01 Hip Girder 1 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, Fl. 34946. desigr4attruss.eorn Run: 7 640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MiTek IrWustries, Inc. Tnu Jan 12 13:17 38 2017 Peke 1 ID:7s00vtlzBGko2hFpRYibzzzOpep-C3_OsFWpOhMaBoX9DHbS17eKYT_GpW rutzSNhbzw5sx 1 7 0 0 124.9 17-7-7 23.0.0 30-0-0 1 t 7-0-0 54.9 5.2-13 54-9 7-0-0 1 bead Load Den • 7116 In 4x10 = 20 II 312 = 7x10 MT2011S= 40 = 2:4 II 400 = LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.28 10-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.72 10-12 503 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(L-) 0.34 10-12 999 360 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 2 = 2471/0-3-8 (min. 0-2-1) 7 = 2471/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 27) Max Uplift 2 = 829(LC 4) 7 = 829(LC 5) Max Grav 2 = 2471(LC 1) 7 = 2471(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5087/1722, 3-20=-6316/2261, 20-21=-631612261, 4-21=-6316/2261. 4-22=-6316/2261, 22-23=-0316/2261, 23-24=-6316/2261, 5-24=-6316/2261, 5-25=-0338/2271, 25-26=6338/2271, 6-26=-6338/2271,6-7=-5082/1720 BOT CHORD 2-13=-1498/4603,13.27=-1494/4618, 27-28=-1494/4618, 12-28=-1494/4618, 12-29=-2155/6338, 11-29=-2155/6338, 11-30=-2155/6338, 10-30=-2155/6338, 10-31=-1498/4613,31-32=-1498/4613. 9-32=-1498/4613,7-9=-1503/4599 WEBS 3-13=0/476, 3-12=-757/2059, WEBS 3-13=01476. 3-12=757/2059, 4-12=-706/489, 5-10=-715/487, 6.10=-771/2090, 6-9=0/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=5.Opsf; SCDL=5.Opsh h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope): cantilever left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 2 and 829 lb uplift at joint 7. 9)'Semi-rigid pitchbreaks with fixed 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 lead(s) 249 lb down and 240 lb up at 7-". 128 lb down and 146 Ib up at 9-0-12. 128 lb down and 146 lbup at 11-0-12 128 lb down and 146 lb up at 13-0-12, 128 lb down and 146 lb up at 15-0-0, 128 lb down and 146 lb up at 16- 11-4. 128 lb down and 146 lb up at 18-11-4, and 128 lb down and 146 lb up at 20-114, and 249 lb down and 240 lb up at 23.0-0 on top chord, and 333 lb down and 68 lb up at 7-0-0, 84 lb down at 9-0-12, 84 1b down at 11-0-12, 84 lb down at 13-0-12, 84 Ib down at 15-0-0, 84 Ib down at 16-114. 84 lb down at 16- 114. and 84 lb down at 20-114, and 333 lb down and 68 lb up at 22-114 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-0=-60, 6-8=-60, 14-17=-20 Concentrated Loads (Ib) Vert: 3=-202(F) 6=202(F)11=-05(F)13=-333(F) 9= 333(F) 20=128(F) 21=-128(F) 22=128(F) 23= 128(F) 24=-128(F) 25=128(F) 26=-128(F) 27=- 65(F) 28=-65(F) 29=-05(F) 30=-05(F) 31=-65(F) 32=- 05(F) ta. t,• a.ur M¢m..r'1llap tatvs(W!ryarwl!I.fLID41hLrI IIIIWrbF.rlxrWNf@trr. trrMr rr.rr,.n tnnbl a.yQalrrregl l LIf Nmlr.tbw 1 u... dar.r w Wde.. / n Y rrrlR.wn u lmrl•Tr'*•1t.Udrharlrrwq Mips.r¢p.r/rpturr.rcorrgrrktg4r f hwr lq.larvllf.r.Il11 hkyavgl.Le41a r r q Anthony T. Tombo III, P.E. ad and NA1-bat ar4e11Anq.b"dit6..re.dA.rad..rksr)ky...ro n rar r.edrar a rtnta n/rar rYw.Mum .sywr<r*..o+rrli.t, ndrrny.uy 760063 kbWgkW.. tm um... nlrtaw.tio01P P dpd- waftnrnq.ranrm4reerrnp..!mrsn*hq... Uu so+rw.+u 4451 St. Lude 8W. e.,,, krrhr(.,er rq.sngh lnw..e l Ikenr ru tq..ar7lrmgrnq.,. e.>.e hpw dgrag uo)rur uwerw. m! Fort Pierce, FL 34946 pVk0l11tA41odhoun• Ax6nyLlsoUI1LIJ. hp.lore.deal ww, III uthmhNriuN.dkoftwinisWxatiwhis A-1WhMut 4MgL14WI1,Fi. job I rusS I rusS Type Ply RYAN HOMES A0058320 XRSSUCE A02 Hip 111tyt tI Job Reference o tioral Al ROOF TRUSSES, FORT PIERCE, FL 34946, design®a ttruss.eoln Run: 7 620 a Apr 30 2015 Print 7.640 s Oct 7 2015 Mink Industries, Inc Thu Jan 12 13:17:38 2017 Page 1 ID:7sOOvllzBGko2hFpRYibzzzOpepC3 OsFWpOhMaBoXSDHbS17eN3T ApcHutzSNhbzwSsx 1 645 9-0-0 15-" 21-0-0 23-11-t 1 30.0-0 t 1 6 0 5 2-t t •11 6.0 0 6-0 0 2-11-11 645 t 4.4 = 3.4 = 4.4 = Dead wad W. - SM in 4.8 11 34 = 5.e We= 34 = 4.8 11 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) 1/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.35 12-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 1.00 12-14 360 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Hor1(fL) 0.10 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-S) Wind(LL) 0.20 12-14 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP M 30 WEBS 2x4 SP No 3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 126010-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 10 = 357(LC 9) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/253, 34=-2240/1542, 4-5=-2058/1428,5-6=-1902/1375, 6-7=-1902/1375. 7-8=-2058/1428, 8.9=2240/1542,9-10=-716/253 BOT CHORD 2-14=-1257/1996. 13-14=1346/2184, 12-13=-134612184,10-12=-1263/1996 WEBS 4-14=-156/284,5-14=-275/505, 6-14=438/354. 6-12=-438/355, 7-12=-275/505,8-12=156/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft. Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 357 lb uplift at joint 2 and 357 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and % gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 144 lb FT = 0% a^•Ir.b."Mrro..WAIM" W(VU91 ln1!I/lrldaatetrllla(tl0rlxtlCNlltetrin Inat"rrtt talnM=at mtmt tl'atgQR1 Ia, uaPl l Ita,lt YhiwifYalan.0 Wura.m Wd atalah alaatue•/nt u=Ywa, at 1116"M u.kmMy yrp..lplttt^1rt gltlnPmacq.4trrt r.'.,m rgrra 4tr uFt.t pr rv.p..ts tnt Aeya..a um.LwA" Anthony T. Tombo III, P.E. la4ani.ttrqa=Ythrmptlat4rewgre.itd.OAt..IYYa Inf...M,ra4aaL60freYd HyaY.111N I R.ItYltl I tLIm4MImt.0 1 a.T..afrrY.7tYie ray,iYt4 S 80083 bxverm"W6.r tlalotaraatlnrrtw.mdI Wrt4saagl tPtrlM WoMMI114ahltl Martxlni4.na lopod panallttln4ny u n 14an4atantY,pa,lan ltptpte lmtaan w.==u 4451 St. We Blvd. tan ttirtlMt(ne*Nq a.ttarhtl p t a htl IYY t MtMltp..al0lrl t ltq,ak t kar lgaw/ga4n1 tlal 4N 4t tnaYNaI111 fart Pierce, FL 34946 4ryrilIr0111{{dladtntut IAlg1.4Wam, lA. fgtM ka.dAitMuat,uarktaar itl'ael.ttgaA.nianl..„tiahN(14dhnut•4Mgl.tab01,f1. p cuss russ Type y RYAN HOMES A0p56321 xRSSUCE A03 Hip 2 Jab Reference (optional) At ROOF TRUSSES. FORT PIERCE. FL uu34946. design@311ss mn Run: 7.620 s Apr 30 2015 Print: 1.W0 s Oa 7 2015 MTek Industries. Inc. Thu Jan 12 13:17:39 2017 Peeg9se 1 ID:TsOWIzBGko2hfpRYbzzzOpep-gGYm4bXR9?URmy6Ln_6hIKAV?tLuY7025dCwD 1 zw5sw 1 7-1.8 11-0-0 19-0-0 22-10 8 30-" 1-0 1 7-1.8 NINON 8-" 3-1058 7-1-3 1 Sx10 MT20HSr 5x10 MT20HSl Oead load Oe8 •5116 in 498 11 3x4 = 4x4 = 3x4 = 4.8 II 11.0-0 19-0-0 30-0-0 11N 8-0-0 11-" Plate Offsets (X Y)- 12:0-4-3 Edgel 15.0-7-8 0-2-121 f6.0.7-8 0-2-121 f9:0-4-3 Edgel LOADING(psQ SPACING- 2-" CSI. DEFL. in (loc) Well Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.49 13-16 734 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 8C 0.68 Vert(TL) 0.80 13-16 449 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FSC2014frP12007 Matrix-S) Wind(LL) 0.31 13-16 999 360 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0.3-8 (min.0.1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1159/94, 34=-2182/1556, 4-5=-1972/1390,5-0=-1807/1350. 6-7=-1972/1390,7-8=-2182/1556, 8-9=-1159/94 BOT CHORD 2-13=-1255/1947, 12-13=-970/1807, 11-12=-970/1807,9-11=-1260/1947 WEBS 4-13=-353/375, 5-13=-141/434, 6-11=141/434,7.11=-353/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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-" wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %; gypsum sheetrodc be applied directly to the bottom chord. LOAD CASE(S) Standard tq aa.rwpy...r•111q,IO,xf(Yalnpr7a l!IM 10 alf4tT11na11111rj4rpNtiahrti Ndraurpa»11r1alrtl aak lmlrx/auylnrlrr aril lrll,lt hkm1r I&Am 16e.lana.MarR4 rinaaar /•1 n4an.rrlO.rlr 111 1n1"hp iii i ar1 hp.KIN al.plMapy..lcgrllr Pd ow.""I..rgrr kpar.0 Tall puler M.A.r. VII sure.-P-kWAaraal. Mang Anthony T. Tombo III, P.E. r..4.I Tn/rq NYlk1k".A 14rI-,r Adl.redgr.rrY111o}...rarbl4rRr err bwbmgir lnl rgrM/r880083 ra+ r,rxr••N.ar.umur.ealrrrmlrr.r.4rwylw.esaglr+Ipgrrauhmrllu..nlrp.rrrxala*nI.ey.rrnrmdithM&4w,Imry hp..r44515t. l.ucle Blvd. I..urrhlfr. a.Ig.4.1rlh l• Irtr. rurt.el4lrlrgry.,akgNmlq..epw., tlopl,Inlnnlrl.IBl Fort Pierce, Fl. 34946 ryri{u0111{ A•Iled(mTn•M81q(.Ia.a,rl. tepllah.d0ifl.aln,u.ryMaitrtl8ael.AwArnNe.plaeti.trolllwlimus•ArMgl.laaMm,rl. Job russ rasa Type RYAN HOMES A0058322 xRSSUCE A04 Hip 2 1 Jab Reference (optional) wr . n..aaw, r.,n. r.cna.c, .a+a+o, aasgr,a,vuu.rom nun: 7.02u s npr 31r 2UT5 rani: 7.Wa s Otl 7 2015 MTek Ineusllles, Inc. Thu Jan 12 13:17.40 2017 Page 1 I D:?s0OvIIzBGko2hFpRYlbzzzOpep-9S69HxY4vAc1O6hYLtdwgYjtU HcSHZoBKH xUITzwSsv 1 6 S13 13-" 17-0-0 23-i-3 30 0-0 1 1 6-513 6-&3 4-" 6-6-3 6-513 1 4x6 It 4i61/ OMW Load Doll.. 114 n Ike II 10 = 4Y1 = 1.1 = Hre II LOADING(psl) SPACING- 2-" CSI. OEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.75 Vert(LL) 0.42 11-13 861 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) 0.67 11-13 537 180 BCLL 00 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Wind(LL) 0.25 13 999 360 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 I-". Right 2x4 SP No.3 I-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 12) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1062/178, 3-4=2243/1643, 4-5=1926/1396, 5-0=1537/1296, 6-7=1926/1396. 7-8=-2243/1643, 8-9=1062/178 BOTCHORD 2-13=-1351/2010, 13-22=-852/1537, 12-22=-852/1537, 12-23=852/1537, 11 -23=-852/1537, 9-11 =- 1357120 10 WEBS 4-13=-455/517, 5-13=215/496, 7-11=-455/517, 6-11=-215/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft: Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed :C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 5, 2, 2, 13, 4, 11. 7, 6, 9 and 9 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 12 checked for a plus or minus 4 degree rotation about its center. 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied direly to the top chord and 'W gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1•lr•r....r•rllaalawrywryanucunelaoaonlmlo•Ivn umnlrtelrr. ki4Mpsr,rrrr,.enlnnh,Mw.gtllrlrrrrll Ir.a,rtkrmfY•kr, wurr...mr.rxe.rr rinr rp„rrWrr R•M,d hra.rra*y.•B.,frMlp.sQrir.r7lr iryem.,cga,Irrl:ur.p.rrBarr r6rrra 4rujr un,per.rlr.R..eeal hry.uwlrklrequl.n rr/y Anthony T. Tombo III, P.E. r.•Orin,rgrlYlkruynery4rrm,rr•i,r•Ti*••rYYrl4u•.YrrWlrKrtrrrrraq.rnu 6rA.wY/rl,Ir W.a/rim,r,r 1.14r,p,.,w.rrq,rYr ar.rg4 d 80083rMtlerlr.r.ulu,a.k•rlllrr'amr dY,4rMYtt wvu.krs grUlYlhmrwn.rcrrpsrr•leroll nrny.Ytnrar,4r n,rp•,tanrplq..r4n,sr tw.rm 44SISt. Lucie 8W. eerRllror/•I,p.wrlh P'b ae,r Ire*+reprp.kkmrkr rwt..•krf.m lr.uq.ey uataar.•tonrrw•mf Fort Pierce, FL 34946 gyry1rO f11relled lr•kIn•A•MgLledr m, rl. fep•heie of Ai, Ilrrrn,'sat Ma.i, prl lael•Awl nl eak•pra,vuha111•dk•,ut40rq 1.hd•a,r[. rugs I fuss I ype y RVAN HOMES A0058323 xRSSUCE AOS Common S 1 Job Reference o Ibnal At ROOF TRUSSES, FORT PIERCE, Fl. 34946. des,pn®altnrss oom Run: 7.620 s Apr 30 2015 PnnL• 7 640 s Oct 7 2015 MTek Industries, Inc Thu Jan 12 13.17:40 2017 Page 1 10:7s00W SGko2hFpRYbzzzOpep-9S69HxY4wUO6hYLidwgYjkCHcDHT78KHxU1Tzw5sv 1 8-" 15-0-0 22-0-1 30-" 1 0 8-"7-0-1 7-0-0 7-11-15 06 = S00 12 Oead Load Dell. - ale in 30= 44= 30= 4.6 II 4.811 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.41 12-14 870 240 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 SC 0.96 Ven(rL) 0.78 12-14 461 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.61 Horz(rL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Wind(LL) 0.17 12-14 999 360 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 I-". Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 17) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-933/161,3-4=-2202/1597, 4-5=-1993/1525, 5-6=-1909/1550, 6-7=1909/1550.7-8=-1993/1525, 8-9=2202/1597, 9-10=-933/161 BOT CHORD 2-14=-129011961, 14-23=-74511369, 13-23=745/1369, 13-24=-745/1369, 12-24=745/1369, 10-12=-1294/1961 WEBS 6-12=-458/693, 8-12=-418/541, 6-14=459/693, 4-14=-418/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf, BCOL=5.Opsf; h=25ft: Cat. It: Exp C. End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12. S. 14. 4, 10 and 10 checked for a plus or minus 0 degree rotation about its center. 4) Plate(s) atjoint(s) 13 checked for a plus or minus 4 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and % gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard a.4r,•tr.ft,. ,..ftYlaq I46B(111tlryia711 nil}ttOi0k1{II{Ik 117Grjtl09mlk18rrin "mewrsmorirrt.bt ,bdpb GPM dik UbMI 1641.1-VoRkin- hM 6-011d.Mlaq 6160..00onear,rrrm.r," h.bmkvb WJ-.SW*erlr,dowl lrTom.c"nerpaurdP=gMWAb1 raoaeru#ion Ositu-k000 nl.Iraya..cr+.ta+..raq Anthony T. Tombo 111, P.E. t r,r4blw,rq srlhrrtyn0Yl4re..,.re..,Y.dq,..rwyb}...b.nd4r Rra sift lr rlRarrlllL lrq,n+4rl 4WG1bWM-1b1u ayraq u.*..arrrY. rrrr,,, "44 280083 tMsiwrminrrnrer, 4ftk,urp.,Irud, ftbaf ftgn..le u.w,u..•rlllrrpaerpin4ftlYr,tq.rf/d1r.ryq(YhlMl4rwn,a.,Irprpr. mM*6q..00andid-o4451 St. Lucie Blvd. A,na, fd•IM. t.lgsiq...,ghet.ftl..k,l Ik bna,deu.s 7lrlwftdr.,. Lw,f lgwlal.si, tlg14.NW.-dow.IM Fort Pletce, FL 3/ri46 cgok0211ANIftllr...is•AaavyLluO.0, r.1.kt,.leiadAis' ism, kraisptaWrowfio meapraiui.6N1•IIWUnu.•AA."LtaG111.r1. Job I russ cuss Type RYAN HOMES AOOSfp24 XASSUCE A06 Hip 1 t Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, Fl. 34946, design®alum.eom Run: 7 620 s Apr 30 2015 Print: 7 640 s Oct 7 2015 MTak Industries, Inc Thu Jan 12 13.17,41 2017 Page 1 10:?sOCMIzBGko2hfpRYbzzzOpep-0egXUHZigck9OFGkuP89NIGuHhOtOymKZxh1 Hwzw5su 1 6 0.5 1118-0 15-0-0 21-0-0 23 t t•11 30-" 1 1 6-0-5 2-11-11 1-8-0 4.4-0 "-0 2-11-11 6-0-5 1 -64 3.4 = 6.8 4 4 = 4 4 = Dead Loud Dell.. SIe in 4411 395 = S'a WB= 34 = 4411 9-0-0 21-0-0 30-0-0 Plate Offsets (X.Y)— 12:04-3,Edgel, 15:0-2-12.Edgel, 6:0-2.0,Edgel, f7:0-0-13.0-2-41. I12:04-3,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.35 14-16 999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.68 Vert(TL) 1.00 14-16 359 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.45 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix-S) Wind(LL) 0.20 14-16 999 360 Weight: 150 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-". Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/264, 3-4=-2245/1574, 4-5=-2087/1472,5-7=1702/1236, 7-8=1908/1409, 8-9=-1903/1390, 9-10=-2059/1444, 10-11=2240/1557, 11-12=-715/255 BOT CHORD 2-16=-1286/2002, 15-16=-1364/2178, 14-15=1364/2178, 12-14=-1276/1995 WEBS 5-16=-239/467, 8-16=-454/335, 8-10-336/358, 9-10-275/503, 10-14=-158/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=ISOmph (3-second gust) Vasd=116mph; TCOL=S.Opsf, BCDL=S.Opsh h=25ft; Cat. It: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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-" 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 336 lb uplift at joint 2 and 413 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and '/ gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard wm(tar'luFell 1We.11.hk-9Wk1n.0 Id..nmM.r111..* rtna.•.p.rlr.rrrllter.a n.umryhtr.ItiM t4 Ar.r•wlM pam•.cyr.er tur s.arrerlrrrop4ru.fde.apr.r0tq..etnl trr910.u.r.nrr.tdrrs.rrt AnthonyT. Tombo III, PE. rn4r.iw.r rY hr,ry•Orlere.w.rew,'.M.add..rk rthyu.rarl4rKrefradl.o•rlRlr we/rIMr W.u4rtm.r.l l.rr vn.r/.rY.Jdrrm'rrr 4 060003ta.. tt..r..hm..r'IMII rrirrr Ve lraf 11.A.u.rlrlrrpAnr..errY(.*WkMWer 1 OWr.hmrYl hrtirpeArr. erlrrnrnyWr.rlrt4rhn.lnp,Im.ru lqurlm.Mw.Yu 4451 St. Lucle Blvd. ae.n.errk.t.a re.nyR w. •. trke,ro r..h Olrtarl r..,ekNftr[.pwtq•n I tlgar.lr.r•rrl Ihl Fort Pierce, FL 34946 Gpri&01414A4I.dtmin•IrOwiLloomM.rf.teprM adaelrwn,uulManptlOirreduaMaer++iu6reA-lraltmvr•AcftgL[rabl,P1. Job Iruss Irus5 Type ERAN AOOSt1325 A07 Roof Special Girder t TF_ 1b fHOMESxRSSUCEReerence (optional) a-.. ._...-.. ,.... rw.. .-..»o•a .e ems o..,. Al KWr IKUSStb, rune PICKGt. R.Y1y o. aes pr ra 4.4 = Dead load Den. 7116 in Bub II 3,11 = Selo YT20H5= 3 6 = TH026 6v6 = 4 10 = KIC26 1041-0 18-" 23-0-0 30-0-0 n_ns 7-in.e 4-5.12 7-0-0 Plate Offsets (X Y}- 12.0-2 11 0-"1 18.0-5-00-2-0I f 10:0-0-0 0.0-101 112.0-3-0 0-4-41 LOADING( psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.33 12-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.79 12-13 459 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.83 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-M) Wind(LL) 0.37 12-13 984 360 Weight: 160 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30. T4: 2x4 SP M 31 BOT CHORD 20 SP M 30 *Except* 82: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 16-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS T- Brace: 2x4 SYP No.3 - 6-15 Fasten ( 2X) T and I braces to narrow edge of web with 10d ( 0.131'x3') nails, 6in o.c.,with Sin minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. ( lb/size) 2 = 182310-3-8 (min. 0-2-2) 10 = 2754/0-3-8 (min. 0-2-4) Max Horz 2 = 86(LC 9) Max Uplift 2 = 537(LC 8) 10 = 920(LC 9) Max Grav 2 = 1823(LC 1) 10 = 2754(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1332/67, 34=-3485/1038, 4- 5=-3254/1019, 5.6=-3256/1011, 6- 7=-5908/1971, 7-8=-5908/1971, 8- 9=-5766/1925,9-10=-5775/1951 BOT CHORD 2- 15=-928/3132.14-15=-154515191, 13- 14=154515192,13-23=-1670/5376, BOTCHORD 2- 15=-928/3132, 14.15=1545/5191, 13- 14=-1545/5192,13-23=-1670/5376, 12- 23=1670/5376, 10-12=1708/5210 WEBS 4- 15=235/303. 5-15=640/2186, 6- 15=2975/1088, 613=-430/1024, 7- 13=-271/193, 8-13=352/669, 8- 12=448/1339, 9-12=138/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Cat. It: Exp C; End., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; 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. 51 Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurent 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-" 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 537 lb uplift at joint 2 and 920 lb uplift at joint 10. 9)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Use USP TH026 (With 16d nails into Girder 8 NA90 nails into Truss) or equivalent at 21-4-12 from the left end to conned truss(es) MG7 (1 ply 2x6 SP) to back face of bottom chord. 11) Use USP HJC26 (With 16d nails into Girder $ 10d nails into Truss) or equivalent at 22-11-10 from the left end to connect truss(es) J7 (1 ply 2x4 SP), HJ7 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 240 lb up at 23-0-0 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 15) 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 (pIQ Vert: 1-5=-60, 5-0=-60, 6-8=-00. 8-11=-00, 16- 20=-20 Concentrated Loads (lb) Vert: 8=-202(B)12=-333(B)23=-1522(B) a• rur.Nm. r I r ma 1s,6/vllvyarvl e1n 4tauaknmro 1vrtrlaeommmrr. 1 ar rv:wrr r . alma.}eg0alrr rrs 1 1rr a,rf hrm tr r..0 ranr.r.s mr.r R.y rtna. a.pnurrarrrm.wrt r.umre*t.f..ydrkgv1rr..ltlrpnw.caanarl.rm+4..arrrMrrro*eaeWrewr.pr.rnr.l.ralalre&Vu.r.e".d1eeL%0W1r Anthony T.Tomtaltl,P.E. r.. euk.crararrrernq.rr r0...re.. r.a.mr r.ra rraM..r.rerKrirrrti ati r0u s"tiirMal eqw.u61ran o"Wofta*.mdW4db" Miele.y.rhe $ 80083 rarrre rle r umr..rleral.anr errrrrk rtrur.rawr+tiahmrwrn r arp.arrr alrnrer.r nra.,ranrraq.,k.o eq..rlmra.rl.a.ae 4451 St. Lude Blvd. r.rrrrhrk. a*re.wr hrr.e.rr Ira.,uur.t.1mr1r,M*,Yuf.ai.l.wagrrr YgrlMnrr.w IRI Fort Pierce, FL 34046 rryrilYrOfll{A- IIWGnu1.1 0 gLlulam,r.f. hrM diedIN, dre d.iarlwailfrr{led 6wlMwipep .nri h»I•IbdUesm-A May1.ladheAr1. Job I nlss cuss ype HOMES xRWUCE am Common 5Reference YROYbM AOOSa328 I orv c roe wecS FORT PIERCE F 3494 o tional L 6, des pn®a 1 tons com Run: 7 62 Is Apr 30 2015 Pnnt: 7.640 s OG 7 20f 5 MTek Industnas, Inc Thu Jan 12 13.17:43 2017 Page 1 ID:9sOCMIzBGko2hFpRYbzzzOpep-21 nHvyayCD_tFIP70QMSALIjUe4UvAdOFASMozw5ss 6.5-7 1041-0 14-10-8 21.4-0 22 4 Q 1 0 0 6-5-7 I 4-2-8 4-2-9 6.5.6 410 - Dead Load bell • 114 in 3A II 5ie = US 11 LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) I/deb LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.17 10-17 399 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) 0.44 10-17 584 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code F6C2014/TPI2007 Matrix-S) Wind(L-) 0.06 10 999 360 Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-". Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (Ib/size) 2 = 913/0-3-8 (min.0-1-8) 8 = 913/0-3-8 (min.0-1-8) Max Harz 2 = 86(LC 16) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-918/81, 3-4=-1431/1072, 4-5=-1128/853, 5-6=-1128/853. 6-7=-1431/1072, 7-8=-918/82 BOT CHORD 2-10=-829/1269,8-10=-834/1269 WEBS 5-10=-384/602,6-10=-366/434, 4-10=366/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf,, BCDL=5.Opsf; h=25ft; Cat. II: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and VV gypsum sheetroclk be applied directly to the bottom chord. LOAD CASE(S) Standard r'1 t W twAi vutrypWa Itrn ltrauamtafvttr)aacntttn rr. k..M t.•..rrk..,. e an r,*a.r,ttelrr ua,y t t.ra,rt arn, uw1, w. ru n.,r re.r lal.r rlN.o, p ar Y.rr r tooknq 4.amry 4r11.>f'rlrl.al r ua• q M igm•..rapn Ir Inturq.m rr ao 4r up 4u Apra rlo•g,ra at. hap nrq•elryrr.l.ry rerul.ut.rsrtnruvnapere.n,ra.r..r.*..rrrttey.,rrare.r¢atrradb"ahw1ML trgt,rIernr.yw.uerlm, MtttanY T. Tamlq III, P.E. rmagrq•. t.ar. ua.•raralrrpe•rtrr eruart tnw.rfanr sptypumktnrf><1 n,r•rte.+rr. thlar rng.rr.runirim rg...ar.I ra mrrn usgr ? 8008J rpa, t.f lnptprrinnb,fu..•o 44515t. Lucie OW. Aniuld•Irlkr.e rg.aaagy tnaanr l lr trai turf wn101rl rw•,.n,fw•t...egarae uaMaw•anew.tat rhtyk0111{{ Ilafkakut•{aArgl.loelao,rl.hNdaei.dMllrara.o.iMa,iiptld'ael.a4nt6n51enrMai siatro111al6nus•ArllaYl.laal.0,fl. Fort Pierce, fl3k946 Job I fuss 1 ruse Type aly ply RYAN HOMES A0p50327 XRSSUCE 1103E Corninon Supported Gable 1 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946. des,pn®atuuss.aom Run: 7.620 s r 30 2015 Print 7.640 s Oct 7 2015 MTak Industnes, Inc. Thu Jan 12 13:17:44 2017 Page 1 10:?sO IZBGko2hFpRYibzzzOpep-1 DLf7lbazX6itj_JaXhs?OuXtuBMDOenfwhuEzwssr 1-0 0 10.8.0 214-0 22: 1-0-0 1080 10-" 1-00 4 4 = 1 3961I e. - 19 11 NI t9 to 17 16 3 611 Sa6 = 214-0 214.0 Plate Offsets (X Y)- 12.0-3-7 0-2-41 f 14.0-3-7 0-2-41 120:0-3-0 0-3-01 LOAOING(psf) SPACING- 2-" CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 14 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 110 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-7, Right 2x4 SP No.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudi ns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22. 23. 19, 18, 17, 14 except 24=111(LC 12), 16=-105(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21. 22, 23. 24. 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=415/269, 8-9=115/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-seoond gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25R; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exlerkir(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-" wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21. 22, 23. 19. 18, 17. 14 except (jt=1b) 24=111. 16=105. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t.. t.Itnua.Rm..r'urrtaRs6fltu5riewunebtoaca,starca('o oltwrJnurt'r. rAat.e.r..rr,.seumrertn..11lerrtswl.l.au.mm.,trelsn..aa a..rar.rm,4 ato o.11n,rrndrrls.k dt r,et.nrr 4tA pt,y gtr brw•glla rn.a r r.rrar.wrya fee.nrral.r .r,k.uwed.roq,r.611. hagngrtrhta se aiMl Anthony T. Tambo Ill, P.E. rruaranr aryarr.xr,eo ero,..re.:t.rwp.r r,y...rma re,ra.Irrrru u.rinl lr.erinr,wa rhe.ti.asue*,wrrr.mrr,.ulge s6=3 rldrts,'.rw.uau.errarremrpa,errrar.rtdslrru.popruergmrfwwa.rl.er.r r.attar,r. .trrw,art,utny.,,atr rrt.rt.a..ra.+e 4451SLLde61vd. d..meargtauaewre.4ryapr,..,i acetr lgseolakralt.kmfr.t..gtdao ugrea+.awatrsl bw. Fart Pierce, FL 34946 t.ryrytl021161dhdints"-Amull.1.alea,rLleplmiwdoAhmemisoffs.npshiM.6tdis onpooiuitekrldledhism.Actiall.lttlta,FL Job I rus5 I rusS Type UtV Ply RYAN HOMES A0056328 xRSSUCE B04 Common 4 1 Job Reference (optional) Al ROOF I RUaaes, run I RERCE. rIL 34946. wwgndaa 1Uum corn Run: 7.620 s 30 2015 Pnnt: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Jan 12 13.17.45 2017 Page 1 ID:7sOOvllz Gko2hFPRYibzzzOpep-VPv2KecCkgEaUtZV7FD5XbOeAIJWygEwUZIFOhzw5sq 1-0-0 6-5.7 10 8-01 14-10.8 21.4-0 1-0-0 6-5.7 4-2-8 4-2-9 i 6.5.8 4.4 n Dead toad Oea . 114 in 496 11 SOS = 4.6 II LOAOING(psf) SPACING- 2-" CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.17 9-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Ven(TL) 0.44 9-12 579 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Wind(LL) 0.07 9-12 999 360 Weight: 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-". Right 2x4 SP No.3 I-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min.0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-gIW79, 3-4=-1434/1078. 4-5=-1132/859.5-6=-1132/860. 6-7=-1438/1081. 7-8=-952/129 BOTCHORD 2-9=-867/1272, 8-9=-871/1278 WEBS 5-9=-391/604, 6-9=-372/439, 4-9=-366/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsh, BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 8=245, 2=274. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and h' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard e..q•M.rn.M a+. r •1.1 rNt mrm(wrl gaol Ltne oaMlmltJ(1Payeroleurtmren M1 rr*r..w.rlrrrar. antlr.a.yllerr err I IawRrJ rrmflalan.u. aau a.r ar.r Oa,p eI.I..1w0I..Milhndrr111ai..Yh.Inn h1VE.p.pytrser 1.p..jrua.gae.q.....a..0a..dkwhiur ep..I.t04m"bhe".ruq.r, aprarlMatr,.r lM. ha.gau.pwr.ar.ar.., u.aeq Anthony T. Tomlk 111, P.E. r.a4a.Imrwrlrpes.F4eYq re.reaaf.WLv.p.rlAgry...rn.m4rC.r dr fe.espnrrgll n.rp.a4rlyrywaarlmt.Yry..a}u.q.,•oY.rrgW rnp.etq/ s8008] rarrtr*.ryati.uamur.rlsrrpsnrrrrnerw.po rtwirrsAaprurgarfluw.ee.r p.rpro.tlurr.r. a au.ra..rka,teq.,antl4t.rtuo...tu.r..rm 445ISLUd3Blvd. 4.mN.M.fra r aa.rr1 41rn..uOd A4n.rrylt ara OlraMrGf*a,. lAltiMtya.4al lien OarM.anaftd.lM Fort Pierce.Fl. 34946 Q111e14iWl an- 1.IuaM ILAaOrrym, t<R.6oiwd0ieMwp.igIna. ePddLM.A.oMattataartvwhel•1led haws •kaurl.I.el.m,r.L Job I ruse I ruse Type Uty Ply RYAN HOMES AOOStl329 xRSSUCE CJt ComerJadt 6 1 Job Reference o Gonal Al Kwr r Kubbeb, ruK i r¢Kce, r .a•7•o, oe>;gn a Run: 7.620 a Apt 30 2015 Print: 7.640 s Oct 7 2015 MTek Industries. Inc. Thu Jan 12 13:17:46 2017 Pape 1 I D:?sOOvllzBGko2hFpRYibzzzOpep-zcTOY_dN8MR618hhykK4pzs?itGhK44iDOoz7zw5sp 1-0.0 0-11-11 1-0-0 0-11-11 1.5.4 = LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 002 Ven(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Inc YES WB 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-M) Wind(L-) 0.00 5 999 360 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0.11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 40(LC 8) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 86(LC 8) Max Grav 3 = 11(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed :C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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) Bearing at joint(s) 5 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard u.t.n..r.wm.. r•N IQQ ioua fftuirlanu clot uurcnmrceivrtrlarkltuwotrr. m4•y peferrirwr.en rnrera.plrlrr i ir.r;rt krenfYerr.wr trin,•r.o mr.r ia.r rtua.•t Aen trwMrrlR•Y etl ut Mlk}1.1.ir t4^irdwylMlpm•.R.n/r/cur larw al.MgrrY 4ru*UwryW.rlMrr.re1111. hYf*nwwtir tuiut.•ly Anthony T. Tombo [it, P.E. I rnlb Gur nlMYthreyetYal•cone.ra.rr.ra+.rYir,te*.,•r.a4r¢rwrrrrroi,r nN J 80083 ratyr aie•r u.Kar•rnrrr.aerrarnerk karrvgr spWr+t mharfriwntiotrp srrrr aianrny.rrr r.rlerkmrp..t.nr,*t.rinaar,....ru 4451 St. l.ude Blvd. f.elt4rkrtr.e r••n•ah r•1e•k11 IYInn kgrUp. kntfloehp•/.1Odin tlger.entnnlrMeiel Fort Pierce, FL 34946 tr1yM01/ 1{{Iltdlmut•Ar6rgltteMil,fl.hpM•ruteal6itMarp,u•ryMaitpt{lipl•4MiMniae•pmttiakn{Ilodtr•un•1.Outl.laelem,IJ. JOD I N54 I ruse I qIPly RYAN HOMES xRSSUCE CJ1A Comer Jack z 1 A0056330 OMC TOI ICCCG CLOT D,COrG Job Reference (optional) r.. Z ,..655...n„ Rc Loco . npr.w N 1 i vmr: /.N111 S IM r ."I Mi t ek uaustnes, Inc. Thu Jan 12 13:17:46 2017 Paaqqee 1 1.0-o ID:?s0W11z8Gko2hFPRYib=Opep-zeTOY dN8MR618hhykK4pzt6itRhK44iDOoz7zw=p al 1-1 1-0-0 I VIA11 2M = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Veri(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL US SC 0.01 Ven(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Wind(LL) 0.00 5 999 360 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0.11A I oc purlins. BOTCHORD Rigid ceiling direly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( Ib/size) 3 = 10/Mechanical 2 = 124/0-8-0 (min. 0-1-8) 4 = 3/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 7(LC 12) 2 = 72(LC 8) Max Grav 3 = 10(LC 1) 2 = 124(LC 1) 4 = 11(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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-" tall by 2-" 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) 3, 2. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w• ir a..Mm.. rw tta rtlu6ryuvl arJu etna ta•txaimraivr•anlnrrwlrr. ra lrwr l rnr rn.1 r„r1Mw.ltilirr utir ir. a,ir rr Lr a4n.v uu .. r.r u .y AnthonYT. Zt80083 Tombo ll,P.E. 8 1 4451 St. Lude Blvd. It. falrurt.aairwt%aar,.0>,a uw/ar saran ura4rM.•i aYFortPierce, FL 34946 ami{W01@I{ 1•I lad katuk - Aa6ar I.latla ll,rl. leparoeua d Chit 1 aaaa,ia4ry Ma it palAikl.maatM nmeal.illiudw l I lad fmut •Aaeaq I.Iaela pL F.I. Job Truss I ruse Type aty Fly RYAN HOMES A0056331 XRSSUCE CJ2 Comer Jack 4 1 Job Reference (optional) At ROOF TRUSSES. FORT PIERCE. FL 34946. despn®a1um.com Run: 7 640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries. Inc Thu Jan 12 13.17 47 2017 Page 1ID:Ts0ONIzBGko2hfpRYlbzzzOpep-Ro toIKdTGSUlkAjufgFZo0W2M5DXONDx16LVZ;wM 1-5-11 1-0-0 1-5-11 2.4 = LOADING(psl) SPACING- 2-0-0 CSI. OEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 Vert(LL) 0.00 7 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a SCOL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5.11 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 3 = 25/Mechanical 2 = 137/0-8-0 (min. 0-1-8) 4 = 15/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 12(LC 8) 2 = 81(LC 8) 4 = 10(LC 9) Max Grav 3 = 25(LC 1) 2 = 137(LC 1) 4 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp B; End., GCpI=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed; porch left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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) 3, 2, 4. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard m4 pernr rr.r tm.rut.e.mrlrrm.rrra Rrlurru.wnw um e...W.wlai IYld ttea. rlrtt.4Y.W Mr1R.M,r 4rfie lo*l.t f r4/{rrw IM pnr..r4r htW nyiareMprrkgl4r Y*r., YtOl.rd..allll hau'an r Y+q uiO.LrYq Anthony T. Tombo III, P.E. r.artinprglerfhrrtyna4gar One,re.1.t.1*+.rYY,k p.,.Ya a+r:.rQ rrldMe„irI1H bgrw//r 01r rY.u/rlm.d/1.rq.nMrrYu dllYrny.Iq+ 1 80083tuq. n.ur.pm..r'aitoOlwn(ltuvyanuemtmaocnknto+!1ofl;aoanikk+urr. r"b".rtr.rtr.bae.rlrral rttrtr/tieditWi"(."0Wu ta..rlmM4ae it MOWn,a.rarf,af wI161rny.Vi rrn+rYetlup.,Imlf tp tgrrlm Uron.rm St S. Lude 6W. dwu6hatftt.tm*./..n g1idpMwrL lYfmr*[*r.4klrWyre.,. Ywtfw.t.a.rterf Yq.l.lsm—irt.rM Fort Plane, FL 34946 t*pifk0leuklbdG.rur•IuMgLteaMn,rl. rerrr6adob6Kww.outbm,itpub"4.da!Mean.NrvtwhNA-lydh.un•uMgLtmMN,tl. J073 truss I fuss I YPe Fly RYAN HOMES XRSSUCE CJ3 Comer Jack 6 1 A0058332IJobReferenceloptionall an rtun. 1.620 s Apr 30 2e15 Fruit. 7.640 s Oct 7 2015 MTek industries. Inc. Thu Jan 12 13 17:48 2017 Pepe 110'?ISOO IzBGko2hFpRYi&iWCpep-W_bAyge511gLK14pNmo9E28tVYV9EZMAXtv10zw5sn 1- 0 0 2-11-11 LOAOING( pso SPACING- 2-" CSI. OEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) Wind(LL) 0.00 4-5 999 360 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. ( lb/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min. 0-1-8) Max Horz 5 = 74(LC 12) Max Uplift 3 = 57(LC 12) 5 = 71(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=166/257 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf, BCOL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed ; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL= 1.60 2) Plate(s) at joint(s) 2 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) at joint(s) 5 checked for a plus or minus 9 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity rapacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 5. 9) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w. t•irrr.,n..r•4ima!ie!arywr)anueuntulaeuttn!a!ta!rynoxniluinr. t..i.yre..,rnr,.wim,e,*a.tiplllrrm.ri irSrt ar trni n.. rrur.md.ru.. rinrarp,,, r.wrrm.w ar a,kmk,gyr0..fpiiy r r..tM pwn.gen4rptir,rn,oi.urrrrk 4ruy rn iym.rmp..mai nrnyru.trgo,e n wry I r..4,t.nr rynr.y.riy4re+.,rowr.maw.rkr ry.,.rrerrRrsrrrriiyarmtr.dernlr w.u4rtm,.wtk.s4uq arrr rarrny. 4 Anthony T.80083 ll, P.E. rwrlr4... tra u.ruw.rmra omai rn4rkrktA.rtagrr.srptq ro.hinrwn.mr. am ierrnrn.1den4nnerkp.,1—kMip.rinnr.a,wndt. ? 600(q n.4r4h,tn. a•.r, i..h i.,..M Ikon,roc[p.ktalruuirur..,.k.if,s.i*w4gry uaww nnew.tsi 4451 St. Lode 6W. Fort Pierce, FL 34946 iQtOf111A• 14dGnu.•I.Oat1.IW. N,Fl. fepa.msdOnMwn.Mal krai,prilnel.dwiMaak.rani,tiah.aL lledlmu,•4Mgl.luo.m,r1. o toss toss ype RYAN HOMES A0058333 xRSSUCE CJ3A Comer Jack 2 t Job Reference o tiottal Al ROOF TRUSSES, FORT PIERCE, FL 34946, design®altruss.com Run: 7.640 s Oct 7 2015 Print: 7 640 s Oct 7 2015 MTek Industries, Inc. Thu Jan 1213.17.48 2017 Page 1 ID:7s00vilzBGko2hFpRYibzzzOpep-w_bAyge511c9LK14pNmo9E20CVYESEZMAXty t OzwSsn 1-0-0 2-11-11 1-0.0 2-11-11 20 = LOADING(psQ SPACING- 2-" CSI. OEFL. in loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 2 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 64/Mechanical 2 = 199/041-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 46(LC 12) 2 = 125(LC 8) 4 = 30(LC 9) Max Grav 3 = 64(LC 1) 2 = 199(LC 1) 4 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=S.Opsf, BCDL=5.0psf; h=25ft: Cat. It. Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) 3, 4 except (jt=lb) 2=125. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard t.kr r..pr—r•u m Imsa(vkn yakw cmuworakmktytntryuaamkknrrr. t,.,*k...rr.r.N.r.u. r4a.Inolrr rs.r i l a et or,n trnldn.. swr.. ar.r lam Jhiu r0nurrdrrm•r,r Anthony T. Tombo III, P.E. r.do, lnrr.11o"hikoynari4r0..,.rOwtr.a.udgoo acrrrfwyarrlsl he"dial Mod yWo 4AbI uN"Waq *.nw.r."rerr.,rw+14 2 80083 rldr)rso—trm now ON. rl111rrioxnewr+endit~agoeWlrskWriAftk01rYlndr.earpod Pool Islmnrml.,r.nrurerknr.,k.er kyr.rrnrrs. i„ 4451 St. Lukle Blvd. dr.ru+ yrt.m*.k..nggrpwuatlrintrut.ur.er Irldyrq.,.krta.tgweRryuq.ak.annw.nu Fort Pierce, FL 34946 aryri4M 01111 kl led lmut•AaMq LIoe6.10,fJ. tepariiadae4sawk.uallw hlrrAiel.AtaM eBr.mmr'n6rA14d Lnut•Ir1Mgl.luGa, rA. job I russ I Cuss I ypeI#- IY RYAN HOMES XRSSUCE CJ4 Comer Jack 1 A0058334 Job Reference o Ilonal ROOF TRUSSES. FORT PIERCE, FL 34946, despn®altruss mm Run: 7.640 a OCI 7 2015 Prim. 7.640 a Ocl 7 2015 MTek Industnes. Ina Thu Jan 12 13.17.49 2017 Pagel ID:?sOCMIzBGko2hfpRYtbzzzOpep-0B8YAOfjo3kOzUIGM5H 11RbOOvuVugpWOBdSaSzwssm F 3.5-11W3.5.11 2x4 = LOADING( psf) SPACING- 2-" CSI. OEFL. in loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Veri(LL) 0.01 4-7 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.12 Ven(rL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0 00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. ( lb/size) 3 = 75/Mechanlcal 2 = 222/0-8-0 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 58(LC 8) Max Uplift 3 = 38(LC 8) 2 = 119(LC 8) 4 = 23(LC 8) Max Grant 3 = 75(LC 1) 2 = 222(LC 1) 4 = 53(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph: TCOL=5.Opsf; BCDL=S.Opsf; h=25ft: Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed; C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 3-0-0 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) 3, 4 except (jt=lb) 2=119. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard s. q.lw..Kn... e.•r IW I1r1111(INirjarw em4tatecemtl ttalr)srwnlrrrl rr. Mh psnnr,r.r u..r,ra.gPrgrrwg116.111Amt 14w. r+..., sl.r al..r rina s p'Wr.lrrir rM 4.km%*M aeii 9IAhr.4ft ir yM pem.cq n4rIn4:Yr'w IeYhr•ru 4lvµl.trp1r61 M.r lal hr'w.tlr,ale t r141 r. 4r tm rglrYlh.,ry.sr 4rr.n.ra..'.ranp.rr yrn.,4ra4asLrsrsrar,rrtsl.r.n4vlMr./w.4wtm agr u*.nw.rr.rerrny.r+g4 Anthony T.Tornbo III,P.E. 80083 ruayrvl..les an ur rtmrrt*rnrHsn+rseult.erlahirststllrmhtnrtunwertrPr. wl.r rnv.rr rm4rke 7 80087 I wuarrrt m•r..nr,h+1 le rr trrmrort.slnrrr sm.,k.>.a.l•..egrr uaprr.uenw nll 4451 St. Lucie Blvd. ZEFortPierce, Ft. 34946 i1M0lilt 1.114dh4rut•Ar61gI.IW4t1,IJ. tep 1nisdtl„dsele,ialkraitpld4rl dOlaMmm rmni 6wblledhMul•IsMgl.laabll,fl. Job Truss ruse Type y RYAN HOMES A0056335 xRSSUCE CJS Comer Jack 6 1 Job Reference (optional) At ROOF I RU55t5, run 1 rICKI:=, rL J•tl•o, arsipnpla tom Run: 7.620 a Apr 30 2015 Print 7 640 s Od 7 2015 MTek Industnes. Inc. Tfw Jan 12 13:17:49 2017 Page 1 ID:?s0ONIzBGko2hfpRYibzzzOpep-088YAOfjo3kOzUtGM5H1 iRbJSvsYugpWOBdSeSzwSsm 1-0-0 4-11-11 1-0-0 4-11-11 LOAOING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.07 4-5 877 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S) Wind(ILL) 0.03 4-5 999 360 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing direly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 3 = 129/Mechanical 4 = 54/Mechanical 5 = 268/0-3-8 (min.0-1-8) Max Horz 3 = 114(LC 12) Max Uplift 3 = 47(LC 12) 5 = 132(LC 12) Max Grav 3 = 129(LC 1) 4 = 88(LC 3) 5 = 268(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=228/462 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf: BCDL=S.Opsf; h=25ft: Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 5=132. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %' gypsum sheetroclk be applied directly to the bottom chord. LOAD CASE(S) Standard u.r•Iran pa+.r rlkoallauefvukryarsucunuouncemna(1rrrlaranlraumr. mrl.rrrar.wlaar#w.•IPalrrrsyl.Ia Rrtarmu./ar.a rwu•.aasl rlai rlaa.a,plYlawlrrlb MA1 4oImte"Ipoo•tl.tlW LVooKbai rgtMrgmmaaupr/rpYtW/•'wq,WaI4grrMq/ru*Uw11r,Warlw¢.aMMI hfiu'a•rrtryare taarq Anthony T. Tombo ill, P.E. I ard/rllm,r.Il•IarhragaWg/rr.•,r4.nY a•Cd*lark441tupa,•r MIIraLrOfrrrlrargarrmLrg'NlrltlaralWalrtmr0"Wollgarqk•araadaa44/IrrnyWg/ 280083 rw"Iliq .trams tl.msw•r0ldrl.aar n/rwMkw.tll RWa•aPW Irmhlnrmn .ar rrn ouarnrnv rr+mmtry..Ioaryt*.dtmrdra•.io 4451 St. Lude Blvd. a..,arr•II.Ifr„.rr•.,.IgtlPre.aYr ntm,tNNft tg..•wlrw rop,aL,a1w•G'w/gaa4 tlgiWllartna ra•IRI Fort Pierce, FL 34946 tl(•ry i1Y010111.14dlmul•ktMgLl•eD•N,II. uparlisd6alrrwn,inofWe spokil'al.araMwmnWaiifolim6.11adbnul•kMg1.Iimbil. K Job I russ ss Type HOMES A0059336 XRSSUCE BOS GerI:w 1 1 IRYANJobReference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design®altruss tali Run: 7.640 s Oct 7 2015 Print: 7 640 s Oct 7 2015 MITek Industries, Inc. Thu Jan 12 13:17.50 2017 Page 1 I D:?sOON IzBGko2hf pRYbzzzOpep•sNixNLgLZNstbeSTwooGEfSrPOBduOfdrM?6uzw5sl 1$12 .85-410-7-4 15-10-0 21-24 22-34 1. 0-12 5-44 6-2-12 15-2-12 54-8 1a12 dead Load Bell . 114 In 3x6 11 J.,V — 4x4 = 1.5x4 II J"V — 34 11 5. 4-8 10-74 15-10-0 21.2.E 5- 4-e S-2-12 5.2-12 l 5-4-0Plate Offsets (X,Y1— 12:0-3-4,0-2-0), f7:0-3-4.0-2-0L 10:0-1-12.0-2-81,113:0-4-12.0-2-81 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.16 11 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.42 11-13 600 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.96 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.21 11 999 360 Weight: 111 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. ( lb/size) 14 = 1303/0-7-4 (min.0-1-9) 9 = 1301/0-7-4 (min. 0-1-9) Max Horz 14 = 110(LC 4) Max Uplift 14 = 555(LC 4) 9 = 554(LC 5) Max Grav 14 = 1303(LC 1) 9 = 1301(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 14=-1226/578, 2-15=2421/955, 15- 16=-2421/955, 3-16=-2421/955, 3- 17=2421/955, 17-18=-2421/955, 18- 19=-2421/955, 4-19=2421/955, 4- 20=-2420/954, 20-21=-2420/954, 5- 21=-2420/954, 5-6=-2420/954, 6- 22=-2420/954,22-23=-2420/954, 7- 23=-2420/954, 7-9=-1226/577 BOT CHORD 13- 26=-1294/3220, 26-27=-1294/3220, 12- 27=-1294/3220,12-28=-1294/3220, 11- 28=1294/3220, 11-29=-1294/3220, 29- 30=1294/3220, 30-31=-1294/3220, 10- 31=-1294/3220 WEBS 2- 13=-982/2528, 3-13=-456/330, 4- 13=-862/361, 4-11=01306. 4- 10=-863/361, 6-10=-455/329, WEBS 2- 13=-982/2528, 3-13=-456/330, 4- 13=-862/361, 4-11=0/306, 4- 102-863/361, 6-10=455/329, 7- 10=-983/2527 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf, BCDL=S.Opsf. h=25ft: Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 14=555, 9=554. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 75 lb up at 2-0-0, 62 lb down and 75 Ib up at 4-0-0, 62 lb down and 75 lb up at 6-0-0, 62 lb down and 75 lb up a1 8-0-0, 62 lb down and 75 lb up at 10-0-0, 62 lb down and 75 lb up at 11-2-8, 62 lb down and 75 lb up at 13-2-8, 62 lb down and 75 lb up at 15-2-8, and 62 lb down and 75 lb up at 17-2-8. and 62 lb down and 75 lb up at 19-2-8 on top chord, and 36 lb down at 2-0-0, 36 lb down at 4-0-0, 36 lb down at 6-0-0, 36 lb down at 8-0-0, 36 lb down at 10-0-0, 36 lb down at 11-2-8. 36 lb down at 13-2-8, 36 lb down at 15-2-8. and 36 lb down at 17-2-8, and 36 lb down at 19-2-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-60, 2-7=-00, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 5=-53(8) 15=53(8) 16=-53(8) 17=53(8) 18=- 53(8) 19=-53(B) 20=53(B) 21=53(8) 22=- 53(B)23=-53(B)24=-26(8)25=-26(B) 26=- 26(8) 27=26(13) 28=26(13) 29=26(8) 30=- 26(8)31=-26(B)32=-26(8)33=-26(B) tmlyIla. rw'llm.. h'LI IOQ Itl116(h1I111'lgl!Iw PIlf 1100Mth(IIIOa11Alf) W W111RaftrYi. hartru} rci.tt t4 nY uht.tt Imtl,ght.e!(IRJra, traa, I.I.4r 1: N,n fV,lls, N ah11.N.M aW .h,1a.6 IOttta. 4.Pat tdlt tolx4 R.Mr44 IlthsittwxptghxyalwLooki Anthony T. Tombo III, P.E. t.. 4ft1.uYq"k1k.r.wdb0—.k0m'trrOA ..YNY1hY'r,YYa a bR.Yl.Isld tdaa)t r11F1 ht w/Yl a•I a1W.u/Yh.0 .M Yt t..O.rdt y JlYtm^rlg/ i60063 rrrYlioWt. lr.r umar.rlMrrpemrprtarwylq.rwrr.af l+le lhtn.11lun,er.rrp.r t ail.InrnM.rl trm4ram tp.,um,ptq.e au.a lw,ro I4451 St. I.ude &vd. err. l tc raetre..n al.a,n.hrhkhn6"t.nluruimikop,oWroteh'w0010161 Y.pd.unntlr.I111 fort Pierce, FL 74W6 gpgNOMl{ A-IladGnus•ArMq(.la.hh0,FJ.Itpthlliadn,14ar.m,calhis. itMtlAat odoINaiaapnlnti4him A4god limits •Arboy1.Victim,rA. Job I russ toss ypa y RYAN HOMES A0056337 XRSSUCE E07 Hip Girder 7 t Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34948, desiprl®attruss.com Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Thu Jan 12 13.17:51 2017 Page I ID:?sOOvllzBGko2hFpRYibzzzOpep-KZGJbhhzKg kColfUVJVnsgZTjRjML3psV6ZeKzw5sk r1-0-0 56-0 10-3-14 15-0-0 19-8-2 24.6.0 30-0-0 31-" 1 W 4-9-14 4-852 4-8-2 4-9-14 5 6 0 1-0-0 Oesd Load Oct • 13116 in 3.8 _ 20 II 4.12 = 7Y7o MT20HS= 012 = 2X4 II 56-0 10-3-14 15-0-0 19 8 2 24.6-0 30-0-0 r u n I A.0.1a-1a I 5 6 0 Plate Offsets (X Y1— 13:0.9-12 0-2-121 f6:0-3-0.Edoel, f8:0-9-12.0.2-121,112:0-3-0.0-2-01. f 13:0-5-0,0-4-0I,114:0-5-8.0-2-01 LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.56 13 648 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Ven(TL) 1.39 13 259 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 HOrz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.62 13 577 360 Weight: 157 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2,T3: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 2 = 1924/041-0 (min. 0-1-9) 9 = 1924/0-8-0 (min. 0-1-9) Max Horz 2 = 29(LC 8) Max Uplift 2 = 672(LC 4) 9 = 672(LC 5) Max Grav 2 = 1924(LC 1) 9 = 1924(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5382/1779, 3-20=7441/2365, 20-21=-7441/2365, 4-21=7441/2365, 4-22=7441/2365, 22-23=-7441/2365, 5-23=-7441/2365, 5-24=7441/2364, 24-25=7441/2364, 6-25=7441/2364, 6-7=7441/2364, 7-26=-7441/2364, 26-27=-7441/2364, 8-27=4441/2364, 8-9=-5382/1778 BOTCHORD 2-15=-1633/5077, 15-28=1636/5107, 28-29=1636/5107, 14-29=-1636/5107, 14-30=255218426, 30-31=-2552/8426, 13-31 =-2552/8426, 13-32=-2552/8426, 32-33=-255218426, 12-33=-2552/8426, 12-34=1608/5107,34-35=-1608/5107, 11-35=-1608/5107,9-11=1604/5077 WEBS 3-15=-37/442, 3-14=-711/2564, WEBS 3-15=-37/442, 3-14=711/2564, 4-14=-448/258, 5-14=1073/302, 5.13=0/378, 5.12=1073/301. 7-12=448/258, 8-12=712/2564, 8-11=-37/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp 8: Part. End., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 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-" tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=672, 9=672. 9) 'Semi -rigid pitchbreaks with fixed 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) 220 lb down and 251 lb up at 5.6.0. 74 lb down and 85 lb up at 7.6-12, 74 lb down and 85 lb up at 9-&12, 74 lb down and 85 Ib up at 11$12, 74 lb down and 85 lb up at 13-6-12, 74 Ib down and 85 Ib up at 15.0-0, 74 Ib down and 85 Ib up at 16-5-4. 74 lb down and 85 lb up at 18-54, 74 Ib down and BS Ib up at 20-5-4, and 74 lb down and 85 lb up at 22-5-4, and 220 lb down and 251 lb up at 24-6-0 on top chord, and 104 lb down and 51 lb up at 5.6-0, 43 lb down at 7-6.12, 43 Ib down at 9.6-12, 43 lb down at 11-6-12, 43 lb down at 13.6-12, 43 lb down at 15-0-0, 43 Ib down at 16-5-4, 43 lb down at 18-5.4. 43 lb down at 20-5-4, and 43 lb down at 22-5.4, and 104 lb down and 51 lb up at 24-5.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bad( (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-8=-60, 8-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 3=-152(8) 8=-152(B) 15=-64(B)13=31(8) 5=-04(8) 11=-84(8) 20=-64(8) 21=-04(8) 22=-64(8) 23=-64(8) 24=-64(B) 25=-04(8) 26=-64(8) 27=-04(B) 28=-31(8) 29=-31(8) 30=-31(B) 31=31(19) 32=-31(8) 33=31(B) 34=-31(B) 35=31(B) a.r.n wrr.Mm+.r•rimnlrautfvu!rlar3ul!Inrwuoutmle•Imtr}aaardwrrr. mpr,*r.rr.r,!nnr!e.tiPalatrraw l I.rSHamtrnlan.r rrur.mmi.wu.i elp r+b,rtat edrnd MlA•r•Y 444mly 4p•01.1pe1 fri 7Yu1•wlA,pna o raYrrturr•(igcagYkYtpak•/i4n yWar b,nellll. Mit*nv atY uaa•t r1/ Anthony ToinbD 111, P.E. el.rdrlt u gaaynti,.arga r+a.0..ir.a.ae1*•.MYIIe.M.•aa nar4 Rrr.Id rayarrlM.tee.,a4 lr.t•rWu4MG.u.ar lr a.*..rrr.I t.y Yrt•mriirnt/ 180083 rrrytaq.uf.r uearw4r0l.trpaenrp.,asw r.rl4utr.r(Wnraehterar..,rrp.aprr 014rnr.y.rd".d4 ditbmkp•,I. k*hp•.11nutdaaw.n I4451 St. Lude Blvd. dl• 4a1 111ra4eprp.•wrthdraa war lr tal (r. antrl yMd^,•tu1.m Inm 0oy K" All" w.anaWIlu Fort Pierce, FL 34946 p( rryrisk01011Al4dheul• 4Mg1.144t410,r.1. 11tp•Imia011914nan,ilOfWe,nplANd•dhaAonitntrraitw•hwA-Iledhrtut•A40atl.lat410,f.1. JobrUss rus9 I ype ty RVAN HOMES JE02 JP AOOSB33e xRSSUCE r ry 1 Job Reference o tional 4`e= 1.5.411 011_ mr.3 bead Lood Den . the In 4.4 = 1.5.1 II Ste = I.St4 II 4t1 = LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.28 9 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.70 Vertffl-) 0.73 9-10 493 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S) Wind(LL) 0.35 9 999 360 Weight: 126 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1260/0-8-0 (min. 0-1-8) 6 = 1260/0-8-0 (min. 0-1-8) Max Horz 2 = 37(LC 17) Max Uplift 2 = 501(LC 8) 6 = 501(LC 9) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2738/1657, 3-4-3483/2198. 4-5=-3483/2198, 5.6=-2738/1657 BOTCHORD 2-10=-1439/2532,9-10=-1435/2539, 8-9=-1437/2539, 6-8=-1441/2532 WEBS 3-10=0/281, 3-9=-597/1118, 4-9=-496/460, 5-9=-597/1118, 5-8=0/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=S.OpsF, BCDL=S.Opsf; h=25ft; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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=1b) 2=501, 6=501. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 'A' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard at".!r.r. n..r'i!laa!wo(vuuyau n!!enL!m!rcmm a!brrfaaan!we.rr. Mnryre.r.rr,.•xlm.btrk..40".db WAIr1.*ILII urmVON. - aaud..,.ar.ero.q zt• Ir a/al aaawlhYea.Y l1 4ahntMyl a.p..11.rrl4aQYa1.y MTem.tygia.lY liAu.t w i.1.•arewdalb It.hm AwIms oily. Ul. hkoimeW mqa go•a.LtWq Anthony T. Tombo M, P.E. ra/Wan hr,aaalhM uy.Villra...,rM.Yt4.laaj.t Maal7Ryr,.Y.a1aa(Y4.Odlala a+.11M Atlr.ti/Ye1.IgW.u•Yim. •a I.1.r.q..YrrFq.aYany.,ila71 .4 S81 rutyatp. I..s tl.a.u.••rarr e.r aerargtarauylrelafprrmgrhrwn,r.rr rpan. a!aatirny.rr..lar erhur.,ao trr.rlm.m ati.an "51 St. Lude &vd. w..airy.t.aa.l••••7htlPswrr lr aatroPt.erolrl u.r. h,u 1}oalMw Rg My tl l ntnal6M.inl (iry! lis 0111{ Ad lad lmm -A.Mry 1.IW !I, rl. tepraria dd'n lamm, u.ry hm itpJiMd.eM!M ninn stia hoe A I lad h.iin • ArMry 1. lab m,11. fart Pierce, FL 71946 Job I russ ype RVAN HOMES rnFs' xRSSUCE E03 1 t efereo lionalA0056339 JobRnceAt ROOF TRUSSES. FORT PIERCE. FL 34946. desVi@altruss aom 4xe = 1 Sx4 II US = MTek Industnes. Inc. Thu Jan 12 13:17:53 20 Oead Load tell. • 5116. 3xe = 1.Sx4 11 Sze = 1.Sx4 11 3x6 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ven(TL) 0.51 8-16 700 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.20 Horz(TL) 0.13 6 n/a n/a BCOL 10.0 Code FBC2014/TP12007 Matrix-S) Wind(LL) 0.24 9 999 360 Weight: 125 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. ( lb/size) 2 = 126010-8-0 (min. 0-1-8) 6 = 1260/0-8-0 (min. 0-1-8) Max Horz 2 = 46(LC 16) Max Uplift 2 = 496(LC 8) 6 = 496(LC 9) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=2511/1527, 3-4=2622/1710, 4- 5=-2622/1710, 5.6=2511/1526 BOT CHORD 2- 10=1286/2297, 9-10=-1283/2304, 8- 9=-1284/2304, 6-8=-1287/2297 WEBS 3- 10=01311, 3-9=210/518, 4-9=-323/261, 5- 9=-210/518, 5-8=0/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS envelope) and C-C Exterior(2) zone: cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 3-0.0 tall by 2-" 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 Ut=lb) 2=496, 6=496. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and h' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard oyit. aaxwpm•.e••t1lr0 insseryturyar3aemlmuroultlttmtironrlealmwutrin 1•q.orps..r lr.alm.raya.Ilelrr Ltr.au ier. u.la... r un•.s mr.w!.y rma lwwi.arrrlle.ietia 4e4ntMyktr4.>I ibdir r,nl em....erreWr.r.mlryn ra*4ra*he arelerled...a1 haurw..w.larr.n+M AnthonyT. Tomta III, P.E. rMaa• G.yW nrmrY 4re.a.rr.«1.6mM r•rkr sy...4aw/rKY4rsldwltitrlhL O,q Ir!rd W.u/Ytm. r.yrh s*.nwrrY.rdrwn uy4 780063 r fdl hgr lud la.ena-4•YiarYAanr n4brr l.rMarrs lt Y1g61r11nw,r.pe+r• pi.r+YnywtY.nraM4Ykn rw•,1^nrew 1purlm,rkaw.an 4451 St. Lucie Blvd. A.. n.tl 11.el.m M. mgh p i•nhd IY im nu t.aralrwyl .,. k.1f}mt6r.ewwy uq.er uonrreml Fort Pleice, FL 34446 6lyrilka2416A- 116d111ttn•AxiNg1.UdeV1. tepWW=dlYnMwd.uutM4hrAl'ant.a4aMWON Htatiahe@A-11Whnlet•AeYrryLhaMm,ri. Job I toss fU55 type RVAN HOMES A0058.00 XRSSUCE FG2 FLOOR t Z Job Reference (optional) Al ROOF TRUSSES. FORT PIERCE. FL 34946. deWn®altruss.com Run: 7.620 s Apr 30 2015 Print 7.640 s Oct 7 2015 MLTek Industries, Inc. Thu Jan 12 13:17:53 2017 Page 1 ID:?sOQvllz8Gko2hFpRYibzzzOpep•GyO3ONiEsIFSS5A2bwMzsHmOGW5VgJT6JpbgjDzwSsi 1-S 2 3 7-3 5 9-12 7-3 13 10-1-3 12-7$ 1-5-2 2-2-1 2-2.9 1$1 2-9.7 2.6-5 15.4 11 1.5.4 11 3.12 = t.S.4 11 1 3.6 = 1 SO II 3.6 = 20 II 2.4 II 314 II TH046 TH046 1.5 2 3-7.3 5 9 12 7-3-13 10-1-3 12-7-8 t 1-42 1 2-2-1 1 2-2-9 I 1fr1 2.9-7 2-6-5 Plate Offsets (X,Y) - 19:0-4-8.0-2-01, f10:0-1-12.0.1-121, t12:0-2-0.0-1-81, r13:044,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.04 9-10 >999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 SC 0.75 Vert(rL) -0.07 9-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.73 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-M) Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 'Except' WI: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1341/0-3-8 (min. 0-1-8) 8 = 3036/0-3-8 (min.0-1-13) 11 = 5612/0-3-8 (min.0-3.5) Max Grav 14 = 1357(LC 3) 8 = 3049(LC 4) 11 = 5612(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1391/0, 1-2=-1803/0, 2-3=-1803/0, 3-4=-1803/0, 4-5=2621/0, 5-0=-2621/0, 6-7=-2621/0, 7-8=-1150/0 BOT CHORD 13-15=0/1803,12-15=0/1803. 12-16=1056/0, 11-16=-1056/0, 11-17-1056/0, 10-17=-1056/0, 10-18=0/2621. 9-18=012621. 8-9=0/416 WEBS 1-13=0/2084, 4-12=0/3052.4-11=3725/0, 4-10=0/4279, 5-10=-351/0.7-9=0/2383 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-941 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-&0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or 8). unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design Of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 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) Use USP THD46 (With 16d nails into Girder 8 10d nails into Truss) or equivalent spaced at 2-3-0 oc max. starting at 2-1-12 from the left end to 12-4-12 to connect truss(es) FL08 (1 ply 2x4 SP) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) VeA:8=-1442(8)9=-1442(8)15=-1442(8) 16=1442(8) 17=-1442(8) 18=-1442(8) w..l•Ir r.t...r•rlroalwa n!u•iarauamfwrmcemllulvrtDuaomrlafrr.«a,...trnrrt W4mW'tig(Ilrlrbm l lr6a,f1 Y1mfMMn.0 Y1ntM•n 1 rlRw 6111m r00%.Ak..rrlO.kAl n•imtle*hprl•.ff l4rislrufw Mtpem¢gtft4r trtl.t taltrytlYr4 4rtty6mlplorl11 1!.dailll. hiv ntn,rtYga.Een..fl Anthony T. Ttxnbo fit, P E. dram, r.1&4%hk,"rdft dr r.n,r OndtWWigo a ft Iha",h to ~do RLr M.lr dli a64WOVI.0*p,wdd#AMsWgkWw41%Imt 280083 rWhlM} t.11rN Orrtet..rlwdrP.fmdprtdrMhlto}.tllttnW.stIWlfYOdhII1.IHlnt`stlrp.dp.t Otlmutstntf•tYrtrMr ttdkntkitp.,1mtktphrmLitt amkfn,4tt 4451 Lucle Blvd. dte.ntY. 4ytt.fa*ry.s.tgpat.. tntkw tkrttfmrttp..nwlrlryrti.,.s.tf.u.ttpt.d.ltet tltgftktl.tam.f d.tal er Fort Pierce, fl 34946 4rtitJt 0101441 bd Itftal • I4ruq I.letd.l6, Il. Ieptlftti d6n tl.ufn,i4 ul Mta it MAiI'ne1.MaM tnmu/tttdttil4kfa 1•I 4dlttnul • 4Mf I.ItWN6, I.i. Job Truss I fuss Type uty ply RYAN HOMES A0058341 xRSSUCE FG3 FLAT GIRDER t 2 I ,lob Reference o tional Ai nwr t rfUaaea, rvn t rt=nce, rL sawto, aespn®aivvss own nun: s t= r 7n = A0 = 7n6 = LOAOING(psf) SPACING- 2-M CSI. OEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.45 Vert(L-) 0.01 7-8 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) 0.02 7.8 999 240 BCLL 00 ' Rep Stress Incr NO WS 0.24 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Weight: 113 Ib FT = O% LUMBER - TOP CHORD 2x6 SP N0.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticats. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10 = 56710-7-4 (min. 0-1-8) 7 = 1545/0-3-8 (min. 0-1-8) 9 = 2201/0-3-8 (min. 0-1-8) Max Uplift 10 = 131(LC 4) 7 = 245(LC 4) 9 = 84(LC 4) Max Grav, 10 In 567(LC 1) 7 = 1545(LC 1) 9 = 2201(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-593/187, 2-12=-85/915, 3-12=-85/915, 3-13=-85/915. 4-13=-85/915, 4-14=-613/50, 5-14=-613/50, 6-7=-643/130 BOT CHORD 8-9=-50/613, 7-8=288/1883 WEBS 3-9=-773/25, 4-9=-1789/157, 4-8=74/593, 2-9=905/2, 5-8=-1405/264, 5-7=2068/317 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows' 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25f1; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 9 except (jt=1b) 10=131. 7=245. 9) Load case(s) 2, 14, 15. 16. 17. 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12. 65 lb down and 19 to up at 1-0-0. 134 lb down and 63 lb up at 3-0-0, 208 to down and 124 lb up at 5-0-0, and 282 lb down and 84 to up at 7.0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-16=-170, 6-16=-60, 7-10=-20 Concentrated Loads (Ib) Standard Vert: 1=390 11=-65 12=-134 13=-208 10-282 15=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plQ Vert: 1-16=-190, 6-16=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=324 11=56 12=-116 13=-181 10-246 15=1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-16=-170, 6-16=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 13=-101 14=140 15=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-125, 6-16=49, 7-10=20 Concentrated Loads (Ib) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-16=125, 6-16=59, 7-10=20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0 6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-16=-125, 6-16=-59, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=-125, 6-16=-59, 7-10=-20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 a.q•tt..r M¢mv.r•rtrOn nnwryutrtarott tttnrttrso mtrettmrlammrmnrto "OW tn,r,*IN-JORrr NOW t lob art loan Cretan w rrn.—Md. r R.tr rin/m eir rrrloerrt a.amrey,let.@,-ydt4••1rw.grr peum.wA rrraur.a ar e rrr rru*4w yor.rta..aatar h nwrr rryarr we Anthony T Tomta 1t1, P.E. I r.rt lank IR "ilk mr.uqrr ow. re..rt.fa.qr. etrerrr".0alMO. h.urisr.w.u rtm rgrr r..orrrr.,rurrr.y.rkr 1110081 rtrrerg.. tm u. prrp namertremrDenrrreyta twpse!Mr0 pWWW&Imrsuai n r rrf..rrr. .rnrny.rr r rrentkgw,tm kWbrr .rm Inn S. SL LudeBlvd. ies.rldy trn et.. h P.nnrr trrnre y..rrartryra^,.r.tf.mt..r.trr uwri+t mo.frt.nu Fart Pierce, FL 34446 nrtide 0 lIle kl 4dtmut •Anlar I.lue9e R, rl. IepeMia ddit 1 wa.eeq I a it relil'eel.tibp h mereert ittifeh. A I lodttttttn • IaMq I.letetele, rl. Job I fuss toss ype RYAN HOMES A0050342 XRSSUCE FG6 FLAT GIRDER 1 2 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, design®attruss.00rn Run: 7.640 s Oct 7 2015 Print. 7.640 a Oct 7 2015 MTek Industrlea, Im Thu Jan 12 13A7.54 2017 Page 1 ID:Ts00vI IzBGko2hfpRYbzzzOpep-k8yROjjsdbNJ3FIE9etCPVl7twStZIUFYTKOFfzwSsh 3- -11 &2-0 9-1-2 12-16 15-0-8 17-11-10 21.2.8 3 2-14 2-11-2 2-11-2 3.0-5 2-11-2 2-11-2 3-2-14 oead Load 0*0 -314 in 1.5.4 a 4.3 = 14.4 a 15.4 11 306 = 4.e = I.Sx4 11 s.6 = 1 5.6 = 5.10 MT20HS= 4x411 _ - - - 4.411 2.4 11 3 2-14 6.2-0 9-1-9 12.0-15 IS*" 17.11-10 21-2 8 3 2-14 2-11-2 2-11.9 2-11b 2-11-9 2.11-2 3 2-14 Plate Offsets (X,Y)- 1:0-3-0.0-2-01. f9:0-3-0.0.2-0), 11:0-5-0.0-2-01, 117:0-5.0.0-2-01 LOADING(psQ SPACING- 2-" CSI. OEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.00 TC 0 64 Vert(LL) 0.23 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 BC 0.68 Vert(TL) 1.00 13-14 249 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 225 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 2278/0-7.4 (min.0-1-8) 10 = 2194/0-7-4 (min. 0-1-8) Max Grav 18 = 2447(LC 2) 10 = 2365(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2062/0, 1-2=-0160/0, 2-3=-6160/0, 3-4=-12747/0,4-19=-12747/0, 5-19=-12747/0, 5-6=12747/0. 6-7=-12747/0, 7-8=-6068/0, 8-20=-6068/0, 9-20=-6068/0.9-10=1962/0 BOT CHORD 17-18=0l718, 16-17=0/10934, 15-16=0/10934, 14-15=0/10934, 13-14=0/12747, 12-13=0/10918, 11-12=0110918, 10-11=0/699 WEBS 1-17=0/5700, 2-17=522/0, 3-17=5013/0. 3-15=0/281, 3-14=0/1903, 4-14=-669/0, 5- 1 3=-664/0, 9-11 =0/5623, 7-13=011 920, 8- 11 =-5 10/0, 7-12=0/293, 7-11 =-5093/0 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-941 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at G-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25tt; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip OOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plate(s) at joint(s) 18, 1, 6, 9, 10, 17, 2, 3, 15, 14. 4, 5, 13, 11, 7, 8 and 12 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) atjoint(s) 16 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0ps( on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 10) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 00 Plate Increase=1.00 Uniform Loads (pIQ Vert: 9-20=-60, 10-18=20 Trapezoidal Loads (plf) Vert: 1=-170-to-19=-230, 19=-230-to-20=-170 ar,.r,.,,.r,inolkn,anlalnakxai Ilt ao<.fi,a,,Inaroni r rr. k.r,.b.i...,.i...r,umr}a.10el rra i.i.rSHerMa.nsn.0 rin r..,.md r0li rta p ulr.rrrnabr,a4 a bmrykP.l..ybri(q.0 r,r wm.cgs irptu.r4.nrnarirran}4ruF abiapr rd.R..b 0k1 1ra ba rki mn.ree Anthony T. Tornbo III, P.E. dike-11. 11-r.-rain..ft6" ..rrnerOIL&M drbdi..y,rrtei ryr erolr w.v4rlw.w.i..e d.*..srrr..Ine r.ywe4 0 80083 rwberq..t..a u.bar.brurrl.errprn4rwyt.ivairbda@MprMhmrwrti.dr ai.r.r.y.rr,run4rbb r,p.,l.urPkq..1nur.riw.anI 4451St. 4de81vd. ae. rararItdna dq.. gifdomffi w Irhblr0 l abWIrldl ro,abm>tmhpu4.I14A 4lgardrurdWami Fart Pierce, FL 34946 qpO 0 M1411lad brut • AAM t.lydr I11,11. bpolrtir dAit Irmd.uag We, is pddirl 1%0 M nmtd/driktiuha k I Whom • U&M I.IWd01, f1. Job s cuss ypeJFIY RYAN HOMES AOOSlt343 XRSSUCE pis Floor 5 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE. FL 34946. design®attruse own 0-t-6 H 1—" 3.6 = 2 3.4 = T1 4 S Run: 7 640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc Thu Jan 12 13:17,55 2017 Pap 1 ID:?s00N IzBGko2hFpRYbzzzOpep-CLWg03kUN WAhPKOjLORxirG7KkGICXOn74mn6zw5sg 3.4 = 34 FP= 3.6 = 7 6 2 10 011-8 Oesd LOW Oetl • S116 in I W - - ON m laFad"91, 04, i4 b Ih, iIEp P 04 1 3.6 = 34 = 3.12 MT20HS FF-- 3.4 = 3.4 = 3.6 = 3.6 = Plate Offsets (X,Y)— ll:Edae,0.0-121. 113:0-2-8.Edgel,114:0-1-8.Eduel, f15:0-1-8,Edael, f19:0-1-8,0-0-121, f21:0-1-8,0-0-121 LOAOING(pso SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.47 13-14 532 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) 0.76 13-14 329 240 MT20HS 187/143 SCLL 00 Rep Stress Ina YES WB 0.82 Horz(rL) 0.11 12 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. Except: 2-2-0 oc bracing: 13-14. REACTIONS. (Ib/size) 12 = 1146/0-7-5 (min. 0-1-8) 18 = 1146/0-7-5 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3711/0, 3-4=3711/0, 4-5=4896/0, 5-0=-4896/0, 6-7=4896/0, 7-8=-3715/0, 8-9=-3715/0, 9-10=3715/0 BOT CHORD 17-18=0/2158, 16-17=0/4621, 15.16=0/4621, 14-15=0/4896, 13-14=0/4625,12-13=0/2169 WEBS 2-18=2386/0. 2-17=0/1717. 3-17=263/0, 4-17=1006/0, 4-15=-93f?68, 5-15=-449/33, 10-12=-2398/0, 10-1 3=0/1 710, 7-13=-1005/0. 7-14=153/719 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 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) at joints) 16 checked for a plus or minus 5 degree rotation about its center. 5) Plate(s) at joint(s) 19, 1, 21. 12, 11, 8, 18, 2, 17, 3, 4, 15, 5, 10, 13, 9, 7, 14 and 6 checked for a plus or minus 0 degree rotation about its center. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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. LOAD CASE(S) Standard 1nI...nr r.rti..nu.nL.*e.Iltsrrrtitl.rutaswn>arr.. rw...m+.ra a rlA.t prod Y.rr rtl4.MW 11.b.rtkw hlrf..fF*gtr^ryr W."lrc "Oftemn/r iri gml.YRrrkw/r-f. b"Po"or 0'0, elnl h W"I' tY 'WamrYR Anthony T. Tornbo ill, P.E. rnalblwtYll eriry.Yil/rO.w.rO.w'tibl..rMr)kt...Maan/rr rllfrsdYiyrtrtlVL O,RNIrIMr W n.4rGw..di YA aq..Y..rY.JBYrrtyn/q 1SM3 t...L. rr.r....r•iHaalauu(vutr}armulntrua;am!orlvrsrymanutwrr rwrlavp. Iw d.rrmr•rinrrpeiarAtn4rrY tq.rYn}r.rldflrra ktnrtanir.,IrprPr..OHd,nrny.irl nr.rtatr ntOip..t.nrnptgrrinnsars.Iu 4451St. Lucie 8Wd. r.r4rrh. r.a r.•.qdL.le.wrlrlmt4rort waWlrlr M^,.krufa..l.rwe.7larLraa4erl.trnWaOtl Fort Pierce, FL 34946 g0002/11! Ml lot trattn•A4ckri 1. lade M.H. ttpd4aiu dllissnasa,iaul bra it pieII& r4 A4e01 eisnpsiniubm l-1 Iwl Unit- i4m L Willi, Ff. Job I NSS Truss type QtY - I RYAN HOMES xRSSUCE FL02 floor 1 1 A0056344 Job Reference (optional) 1 ROOF TRUSSES, FORT PIERCE, FL 34946, elftgn®a 0. 1-8 H F — axe = 2 nun: r.o s ua r zv1J roil: I a4u s 1Ja i zu1 b mi t eK Inaustnes, Inc. Thu Jan 12 13:17.55 2017 Page 1 10: 7sOCM z8Gko2hFpRYibzzzOpepCLWg03kUNWAhPKOjLORxirEgKlelCsOn74mn6zw5sg 1 2— I 141-0 3x4 = 1 16 17 16 is 3x6 = 3.8 MT20HS FP- 3.3 = 3x4 = US FP= 6 7 14 34 = PAH- afteOead Load Oetl. • 3116 in kY 12 396 = 4.4 = 21- 2-8 t 19-11.6 20r1-0 19. 11-8 n_,s _._a Plate Offsets (X,Y)— f1:Edge,0.0-121,12:0-2-12,Edgel,14:0-1-8,Edael,fl2•Edae,0-1-81 f14:0-2-12.Edoe1 f20:O-l-8 0-O-l21 f22:0-1-8 0.0-121 LOADING( psf) SPACING- 2-" CSI. OEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.47 14-15 509 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) 0.67 14-15 355 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WS 0.80 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 106 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOTCHORD 2x4 SP M 30(flat) 'Except' 82: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORO Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 13 = 2103/0-3-8 (min. 0-1-8) 19 = 1039/0-7-4 (min. 0-1-8) Max Grav 13 = 2103(LC 1) 19 = 1074(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12- 22=-88410. 22-23=-084/0, 11- 23=-884/0, 2-3=3391/0, 34=3391/0, 4- 5=-4269/0, 5-0=4269/0, 6-7=3333/0, 7- 8=-3333/0, 8-9=3333/0, 9-10=0f758 BOTCHORD 18- 19=0/2010,17-18=0/4269, 16- 17=0/4269,15-16=0/4269, 14- 15=0/4112, 13-14=-137/1894, 12- 13=758/0 WEBS 10- 13=1067/0, 2-19=2222/0, 2- 18=0/1526, 3-18=303/49, 4-18=-1213/0, 9- 13=-2329/0, 9-14=0/1673, 8-14=-257/0, 6- 10-950/0, 6-15=-16W740, 5- 15=-301/8, 10-12=0/1149 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 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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-" oc and fastened to each truss with 3-10d 0. 131" X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down at 21-0-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-850(F) a.. t.rr.arx.pm.. r•1 t 100 nwsrywriauu em1tWOCn taranit[Oxmtuulaelr.n lrtrtav p xe r,rm.r, tnarlPrn,rr ne.r t trx 4r1 arm rwlr.0 r.n ,,,,r ar.r tar rtam. rlr/urrarrrno.rw+Fmse*p,,yuytq.str r.gnl pem.anarprrr.P.,r,,atrrerrrq,aruy hwiwpertur.r.Inr. hevlaw'.trrgar.rr Anthony T. Tomta tit, P E. r.aaubarq Mrlar,ry Nln/r4wa,r Owflwrrada..rYaYlr.,.r a rKrarrdrdY titr1M rRwa2rlrr rY.u2rlm ru l.rs anr,./rrY.allrrny.Wq 6. 1aYIRq rtarm urswas rn ddkim mrrunuwgrq-OWMI&mytyp.rlgarwn1rmtr'aran OH rrlrnv.rrnra ur mr,p.,tan 7 80083 a punorinu r a.rn 4451 St. Lucie Blvd. A.waarltt.e ry...yets larr Ir ae,roF y abgtr Wyrop,aamlla I aa 4.t laae uaMer nna.rw.Ia1 rrylitlo01011114dtmtH•As6rgl. lyd.m,rl.lePMrmadMrlrwld,hatMgirMtlleel.AaaArnmeayndaiuhraAdledhHut•YMgt.toelhu,rl. Fort Plerce, fl 34946 o toss cuss TypejPIy RYAN HOMES A0058345 xRSSUCE FL03 Floor 5 t Job Reference (optional) Al ROOF TRUSSES. FORT PIERCE. FL 34946. desW4attruss ram 0-1-8 Hl 3x4 = 3x4 = S 6 Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries. Inc. Thu Jan 12 13 17 56 2017 Peke t I0:Ts00NIzSGko2hFpRYibzzzOpep-hX4CePk68Dd1J2vcH3vgUwONTjSW 11bY0npKJYZxf F 2-" , 2-3-0 11 Dead Load OWL • 3116 in 34 FP= 3xa = 34 11 3.3 = 34 = e a to 11 12 11 30 = 34 = 312 MT20MS FP-- axe = 3X6 = 34 = 34 = 19.114 25-9-0 19-114 5.9.12 Plate Offsets (X,Y}- 1:Edge.O-0.121.14:0-1-8,Edgel.118:0-2.8,Edgel.124:0-1-8,0-0-121. 126:0-1-8,0.0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.39 18-20 609 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 BC 0.80 Vert(TL) 0.58 18-20 405 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WS 083 HOrz(fL) 0.08 17 n/a n/a BCOL 5.0 Code FBC2014/TP12007 Matrix) Weight: 127 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* TI: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 23 = 1012/0-7-5 (min.0-1-8) 17 = 1729/0-3-8 (min. 0-1-8) 14 = 52/0-3-8 (min.0.1-8) Max Uplift 14 Zr 139(LC 3) Max Grav 23 = 1l021(LC 3) 17 = 1729(LC 1) 14 = 204(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3177/0, 34=-3177/0, 4-5=-3875/0, 5-6=3875/0, 6-7=2708/0, 7-8=-2708/0. 8-9=-2708/0, 9-1 0=0/1 199, 10-11 =0/1 197, 11-12=127/359 BOT CHORD 22-23=0/1899, 21-22=0/3875, 20-21=0/3875, 19-20=0/3598, 18-19=0/3598,17-18=0/1158, 16-17=359/127, 15-16=-359/l27, 14-15=-359/127 WEBS 2-23=2099/0, 2-22=0/1413, 3-22=-296/21, 4-22=976/0, 9-17=-2419/0, 9-18=0/1743. 7-18=-258/0, 6-18=1012/0, 6-20=0/700, 5-20=-282/0, 11-17=-1141/0, 12-14=-183/536 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 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 14=139. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 7) 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 11oux.."a rift'11110IO116/1NU10Qu1M11hfa teMIMIllrijtlrW INirr. tilt.l.c nrM.•nIm•r.1 rgQLl.lr1•agl la.lrl.r wvlrxlan.. tluae•a•.r1.r1,q ld.mo.11on orr•.1ra• nook.tl 11•kmley 4a•1,.M,rltq.s:r r.gtel pom.ey l4r,r.Pn a1 rlrrrlr 4ruFunl pt.rtll.R.•rat trkor•tar•to••1 r+M Anthony T Tomla 111, P E. r. do.1 •rgraYlhid/61M.1.,Wa/rLn• "kefto.F..rrow"srrrr,.p.0"d 48W83 rlbhgrq nlr.r., U.MNM•rlt4drl.Ondl in4r rr t.dLulrr.lYr1h 01 dfp n.rtilr toNl• R11Mrny.JYn.IM./rkmr.p•,Im.hp(4..dtnn ao.ra....lu 4451 St. Lurie Blvd. rnurryrt. e rq.•wrthap.l.,krlrwnrq.r•.swirrgrut.,ak.us.mtywe ru uatrmu uaet+w.au Fort Pierce, FL 34946 zt6pro02111114laillits"i-Afffilly L I"U1111,01. te M.siaaldOnMuNt,rulMailrAd'ae1.A•aMeianlel.ioiu6r AlrrdLaun•I.Mryl.lub10,1.[. Job I russ cuss I ype Ply RYA" HOMES XRSSUCE FL04 FLOOR 1 1 A0056346 Job Reference (optional) a1-e H I 2.6-0 3.4 = 2 tun: 7."0 a wo i Lida rant: /.bw a u t I Ze15 Wall Induatnea, Inc, mu Jan 12 13:17:56 2017 Pepe 1 ID:?sOOvIIzBGko2hFpRYibzzzOpep-hX4CePk68Dd 1 J2vcH3vgUwOPX1201 ksYOnpKJYzwSsf 01" 2-4-0 I 0N8 Dead Load W. a 1161n 3a4 = 6 3a4 = 3a4 = he = 13-S-0 13.5-0 Plate Offsets (X.Y)— WEdge,0.0-121,14:0-1-B.Edoel,16:a1-8.Edael,114:a1-8.0.0-121 116:a1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.43 11-12 369 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 8C 0.99 Vert(TL) 0.63 11-12 249 240 BCLL 0.0 Rep Stress Incr YES WS 0.49 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 67 lb FT = 0%F. 0%E LUMBER - TOP CHORD 20 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13 = 721/0-6-14 (min.0-1-8) 8 = 714/0-3.8 (min, 0-1-8) Max Grav 13 = 721(LC 1) 8 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forms 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/0, 3-4=1980/0. 4-5=1623/0, 5-0=-1623/0 BOT CHORD 12-13=0/1266, 11-12=0/1623, 10-11=0/1623, 9-10=011623, 8-9=0/1623 WEBS 2-13=-1399/0,2-12=0/790,3-12=378/0. 4-12=0/615,4-11=-286/0,6-8=-1778/0, 6-9=0/z62 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4)'Semi-rigid pitchbreaks with fixed 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 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ttaq•(rttr.om..a'1110e IOA0F1IIt(rlipnl'YIl41tadC11(1{Iralt11f1arWNpttrYa Mhtrylaswt r tip, out(mt ttaq I talk @,ILkkm 9ml/nm YttM.n amaat utmo thin—MOMaakndIra WON tat ltlimtk* yaali.1wo tgndoh Waq Wtgmmm gwldat pok wa'nqtttpnowt ft6mlira/,Inikolarnllal,,aa nil. Anthony T. Tombo 111, P.E. rti/atimtkgYYghrmrtah/•Own.rr.allMaa,IgwaYYYgY a.a4ann/sKYll alYdHytia11a1.`pn//blMalq W.u/Ylm 5 q`ArdT.aataadkgtYYYatmpurg/ J 6006 YIdY1Ynpaat(Wm tla watt•If4alNlomtdrwan/bYtlgktnul3pl,YYaaaQWlYOnhnlatWntdmdY t tlll te tMnyadinalMn/YhntMpn,lmatphgwarinu aa LaaYa 4/51 St. Wcl!&vd. traataaalkt(amyalgaa naghdputhnhd IY Lnt Yo IgwaYlk WgMga,a Yntf.aa lgMlgldl, tlgWd unnWatal Fort Pierce, FL 34946 402111411wlttaat LIle16N,11. taradiwdaitdn MPN14Mqhitltd,ualluaitp llieel.dwatManYaltt nia6nA 16t1hatut•AeO ryI ha0411,r,1. Job Truss I ruse Type Qty Ply RYAN HOMES A0056317 xRSSUCE FL05G FLOOR GIROER 1 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946. desrgn®altruss.com 0-1.8 Run: 7.640 s Oct 7 2015 Prim: 7 640 s Oct 7 2015 MrTek Industries, Inc. Thu Jan 12 13.17 57 2017 Pape 1 I D:?sOCMIzBGko2hFpRYibzzzOpep-9jdarilkvWltwjUpgmOvO7wdA70gmElhERZts_zw5se 34 = 34 = LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0.03 5.6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) 0.05 5-0 868 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FSC2014/TPI2007 Matrix) Weight: 24 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 791/Mechanical 8 = 525/0-3-4 (min. 0-1-8) Max Grav 5 = 791(LC 1) 8 = 525(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=927/0 BOT CHORD 7-8=0/927, 6-7=0/927, 5.6=0/927 WEBS 2-7=0/279. 3-5=-1107/0, 3-0=-270ro, 2-8=1107/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pitchbreaks with fixed 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced)- Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (plf) Standard Vert: 5.8=7, 1-4=67 Concentrated Loads (lb) Vert:3=-1032 4 s) 11 w4pQnw.r'tl17Y IIIH0i4Ufrj910u (lest(OG 6lnICs(7T INilltllf nrr. "fir r r eti.tn Om r4 M1Al lrr1ar11 I warl lAa.nfYnMn.0 Wu A.Iu m1.1s IO,d eI 1,J II eWk.ulrrlM.ktit h.I.+eM 6rwP..iPWrfgnlru.wglM w.up.t Irrrnarl.pq.r Yr.y ryk Mulyal.rd.q,r lM. M1.n nogrdYi4aree4tdM Andwy T. Tombo III, P E. I.rlakwirwklY esmRVg/rO a,rQd..Ynp.r1Y Yy.•/e Ytl.r[rrYdYfgrrrON Mqrwr/r'1rpW.u YLw hlgtrya...oi.rYq o/Yr ryear tSM3 rmrrre rimer Oarrr rlOrrpemrrtYn/YYY rgrteykfrp@rtlwkvlrtlun wdr.raPi IFr4arr•er rrer./rl..rip,rnehgt•rl•e4.t?•.rerI 4451 St Lude Blvd. O eu4ldq.fmi4rr•aq ernnnMl M16m Mp(+enlr4Y kvA..4wffM IP.4a1 9 YA Inaaallid.oLl fart Pierce, FL 34946 lenrirhOt011A•14dlntw-AAryI.ImMIO,ft 4r.Mee dnir4rmal.rrTlua,e dAial.AreMeStoprtvrkml-IIrllnturA Orrl 1 d.O,r.L 4-8 4-8 34 = 3 8 FP= 34= 1 2 3 S . .n .. . . .. .e .s .. .. ... -. e It S 42 41 40 39 38 37 36 3s 34 33 32 31 30 29 28 27 26 26 24 23 22 30 = 3.6 FP= 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) -0.00 22 n/a n/a BCOL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 111 Ib FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(fiat) BOT CHORD 2x4 SP No.2(fiat) WEBS 2x4 SP No.3(fiat) OTHERS 2x4 SP No.3(fiat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 34-35,33-34.31-33.30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39. 38, 37, 36, 35. 34, 33. 31, 30. 29. 28, 27, 26, 25, 24. 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 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. LOAD CASE(S) Standard aal.I.,M...r loorn6+6ryu9ti9r9ureetmarmemtt+rmlb7ruwrrr. ryrr l.r:r..rr.d;.6 nlrrrurl Ir.rartu.wuulm,. rr rr.manr.rm,.h G1du 0MarknrrrrO.lr.rtheImue'ter.W.y qhP.lrw.1norr u4rn rr nr.r.ny.wh•rr.For.yrbru pr rrMr,r.NW. a"MwnyT.TamtaIII, P.E. I rmerrb,rgl4h8arm vlal4ro.re.:rr.b 4.rYY01r*...r r 4rm.rarrbsbb Ir:rurlr rrxrtar4w,r6e.nrlrtiu,.or.r.ymrrr..040 80083 rhl4kW61raa uera.e rtsrrlrowr tl r/r4k tr.I.fMq... 14WIpLgr11f1nifar r^7rYcr.IlNl nr,ry u14 rrYbfrtnr r.t.,bmM}f.: G r.1r.n,rr 44515t. Lude Blvd. tl..rMeh.rCrtleirq.rrlFOp rrMrl h bm"tiar.b Of 6. rGyr... I u1N. 1T-4S Ogrttdro.e kW.4lr r Fort Place, R 34946 eprpt011111. 14dlurw-MIurI.IrMn,ri te'.diamsofsh4K@mais aryh s,hpok ad -AW dwman reruiwSwldrwlfrom -Ae0ar1.lock O,fl O toss ruse TypejPIy RYAN HOMES A0056349 XRSSUCE FL07 Floor 6 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, dwgn®attruss.com 0-1.8 HI 2-" Run: 7.640 s Oct 7 2015 Print 7.640 s Oct 7 2015 MTak Industries, Inc. Thu Jan 12 13:17.S6 2017 Page 1 IO:?sOQvllzBGko2hFpRYtbzzzOpepdvSy35mMggtkYt3?OTy82LTnTXnkVcZrT5IROQzwSsd R:"I2-" P4 3x4 = 313 = 3x3 = 4 s a 7 a 0- a Oead Load W. - 3M In 3. 4 = 34 FP= 4xa = a 1n 11 12 13 OOii,, I 25- d q 3x8 = 4xa = 3xl2 MT20HS FP= 3x6 = 3x6 = 4xa = 34 = 15. 4 SP= 24. 7.0 24- 7-0 Plate Offsets (X,Y)-- WEdge,0.0.121. 115:0-2-8,Edgel, 123:0-1-8,0-0-121.125:0-1-8,0-0-121 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.71 Vert(LL) 0.70 17-18 417 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.81 Vert(rL) 1.09 17-18 266 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(rL) 0.15 14 n/a n/a BCOL 5.0 Code FBC2014frPI2007 Matrix) Weight: 124 Ill FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except' W2: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purtins, except end verticats. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 22 = 1335/0-7-4 (min.0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4511/0, 34=4511M. 4-5=-0556/0, 5. 6=-655M, 6-7=-6653/0, 7.8=-6567/0, 8- 9=-656710, 9-10=-6567/0, 10- 11=4551/0,11-12=-4551/0 BOT CHORD 21- 22=0/2565, 20-21=0/5823, 19- 20=0/5823,18-19=0/6653, 17- 18=0/6653,16-17=0/6653, 15- 16=0/5848,14-15=0/2618 WEBS 2- 22=-2835/0, 2-21=0/2152, 4-21=-1451/0, 12- 14=-2876/0, 12-15=0/2137, 10. 15=1434/0,10-16=0/878, 8- 16=317/157, 4-19=0/889, 5- 19=-313/160, 6-19=-776/422, 6- 18=-252/254,7-16=762/435. 7- 17=258/248 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 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) atjoint(s) 20 checked for a plus or minus 5 degree rotation about its center. 5) Plate(s) at joint(s) 20. 23, 1, 25.13.9. 22. 2, 21. 3, 4, 14, 12, 15, 11, 10, 16, 8, 19, 5, 6, 18, 7 and 17 checked for a plus or minus 0 degree rotation about its center. 6)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10-" 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard n. ua..pin+.r'r!mamuafvudlarvueenL!aaaam!a!(mutraan!Rsurr. r 4..r r rr..r,umr*r..l!rgrrurrl!ra,r:ran,ae.r un«.,.me.rrra.-h wnav ... ar.rrr mart.W ipmartra.f..r OIL Anthony T. Tomb* III, P.E. I r.r4art.u grr xrrcy.eq.rs+e.r0..,t.rad.rkar,r..rrra4rKr`rrlrrrarrrMI. W"6.rra.*.-2re.r"oerrny.6144 .5. St. t. 8008Lode7 r lryh,q•.1r.a u.nor.r0lrrpamrpr,.ar.errgr!urrrslagrrdrhtkrww.rc.rpd. 16!rnrnywrir.rrn.rrn.rnq...u.oln*k,.rtmrr,.r+...ao WW. rMahrt.. a-r.•rlhar.r• Irk.,ru.t..w!rrgrup,. Y.ut.m f..t.!IMr Ygar.l. "M.IM fart Pierce, FL 34945 ryriLk01011kIledGnul• AAayI.IW.O,fI. brStomdae/rwn,uulbmhpabilaJ ahoft rMnwara4•IRod Lnus•Au&"I.t.a4m,r1. Job Hiss Hiss ype RYAN HOMES A0056350 xRSSUCE FLOOR 6 1 Job Reference (optional) rtUaaw, FOR, riER rL 34946. despr@aiuuzs coal nun: 7.640 a OQ 7 2015 Pant: 7.640 a Od 7 2015 MTak Industries, Inc. Thu Jan 12 13:17:56 2017 Page 1 ID:?s00v11zBGko2h FpRYibzzzOpep-dvBy35mMggtkYt390Ty8ZLTuKXn3VcUrT51ROQzwSsd 0-" H 2—" 1 8 2-0-1 1 —8-00 3.3 11 15.4= 5.10 = 5.6 = 34 FP= 3.6 FP= 5.6 = 5.10 = teed toad DeO. a 31E in 3.e MT20HS FP-- 3.6 MT20HS FP-- silo = 54 = 5.6 = s.s = LOADING(psQ SPACING- 20-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.28 Vert(LL) 0.63 19-20 499 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(fL) 0.99 19-20 319 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(fL) 0.12 15 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix) Weight: 222 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No 3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1448/0-7-4 (min.0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-4=5480/0, 4-5=-8308/0, 56=-8308/0, 6.7=-0308/0, 7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, 10-11=-8327/0,11-12=5530/0, 12-13=-5506/0 BOT CHORD 23.24=0/3101,22-23=0/7228, 21-22=0/8675, 20-21=0/8675, 19-20=0/8675, 18-19=0/8675, 17-18=0/8675, 16-17=on263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=3367/0, 13-16=0/2555,2-23=0/2573, 12-16=-264/0, 3-23=265/0. 11-16=1870/0. 4-23=-1888/0,11-17=0/1156,4-22=0/1172, 10-17=-303/68, 5-22=-301/70, 8-17=1019/319, 7-22=1034/304 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Required 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. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard teeq•Ir.1e.gRrim r'N D01trmalvutrtiamLLthataala6lalCe(ir 611011aYiaiM rrresF Pswnrne•rots Iw k•'tng0lrirrle>R I.lewlll.Ers• 9,•1enm. a•udo mmreblK.4 WO-3,00."I.'rlerulmob. dl q.aelrrr•.rvy k.uAwertlAq,wou. trey u.rr.ryra. mrp Anthony T. Tombo Ill. P.E. r.u4nomr.tr,r*,o1y•row,rourtr.np.rl6 ry...raem4ra,r arrrdw ueral. Ir pr ruor twa rtmt.arre eya,4,.rwrr.aarrn..y rre" aaprfrn da lewerOrr oairl,Y IrI,Ytifge.f4/Yrseepgpolpgrtlfrw,6eulrp:/PYilMtlnrny.Ww,rrtilr4ur..r4Mgr'.rG.naeirf r.rnt sLudeuede 83 4a5t n.. rw .fro d•• 1.a ••1d Ahm o•,y y.. 1N•lPe qWl yrmra,nnakacl•w. SC Blvd. a R • I. R1e r,Moa..rolr r .Ae • a fat Plate, fl. 3a946 t9ro0D11A•1led lmw-Ae0u11.IrM0,ft rgrMriadOilirwa,iur4anrdd'ae1.uMOtwanpruiw6wA•Ibdlntut•AAwll.l.tl.0,/.L O cuss cuss ype RYAN HOMES A0056351 XRSSUCE fL09G fLOOR 1 1 Job Reference (option l At ROOF TRUSSES, FORT PIERCE, FL 34946. despn®a 0-1-8 H —I Run: 7.640 s Oct 7 2015 Pdnt: 7.640 s Oct 7 2015 We Industries, Inc- Thu Jan 12 13:17.59 2017 Peaaas 1 ID:?sOOvllz8Gko2hfpRYibzzzOpep-561KGOn R8?bAOeByBTN6Y?04x7CE—A—il2 wtzlw5se i 1-" 22 2— i 4x6 11 06 II 34 11 3x6 FP= 3. FP= 1.Sx4 = 502 = 54 = u 1 2 3 5 6 7 a a 10 2s 23 22 21 20 19 to 17 54 = 5.10 = 302 UT20HS FP-- 3x12 MT20HS FP-- 54 = 1.5x4 SP-- 1.5.4 SP= 5X8 = Oesd Lod Oed.. 7116 in SH422 di — Sx14 = H 12 13 14 19! b 16 Is We = SIG = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.73 19 431 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(rL) 1.15 19 275 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WS 0.90 Horz(TL) 0.14 15 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 222 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No 3(flat) BRACING - TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1627/0-7-4 (min. 0-1-8) 15 = 1994/Mechanical Max Grav 24 = 1627(LC 1) 15 = 1994(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0287/0, 3-4=-0312/0, 4-5=-9945/0, 5.6=9945/0, 6-7=-9945/0, 7-8=10856/0, 8-9=-10765/0, 9-10=-10765/0, 10-11=10765/0, 11-12=-7964/0, 12-13=793910 BOT CHORD 23-24=0/3520, 22-23=0/8482, 21-22=0/10856, 20-21=0/10856, 19-20=0/10856,18-19=0/10856, 17-18=0/10856,16-17=0/9733, 15-16=0/4471 WEBS 13-15=-4837/0, 2-24=-3822/0, 13-16=0/3799, 2-23=013023, 3-23=269/0, 11-16=2206/0,4-23=-2343/0, 11-17=0/1121,4-22=0/1588,10-17=-405/0, 8-17=-040/790,7-22=-1750/0, 7-20=-17/371, 8.19=-266/55 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) The solid section of the plate is required to be placed over the splice line at joint(s) 21, 18. 5) Plate(s) at joint(s) 21 and 18 checked for a plus or minus 5 degree rotation about its center. 6) Plate(s) at joint(s) 21. 18, 25, 24, 1, 15. 14. 9, 6, 13, 2, 16, 23. 12, 3, 11. 4, 17, 22, 10. 5, 8, 7, 20 and 19 checked for a plus or minus 0 degree rotation about its center. 7) Refer to girder(s) for truss to truss connections. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Required 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. 10) CAUTION, Do not erect truss backwards. 11) Use USP MSM422 (With 1Od nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FLOSG (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 13) 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Vert: 11=-725(F) 4.. -r—a mer-ft V139 WRI(gul lamdam6000alelu(WInk0 rWirrrr. %* 6W P.wlrn.-,stun!+ tr"(W,.Ib be -I IruLbb-V kft q. Uudn.m ml.a aa.q 1hf,§w"#nddk.drl.W.W4t rra*ery k.uiom.rtarl.rsa" Andmy T. Tombo Ill. P.E. r.u/Mhe.YN armAoltg4r0.hhd..k.Lwl..e,kiYhMy... Y.n44YC.k, h(rrkdldsh,yran 11.0-l/n 1111. "UNIA44 knt..lrrura my,..or.r kq ddrroe.rgd I SM3 41kig1.oArtsar..u.e urdrlsrrF.mar.drhdrl4.l..idghYerAmlMkklgalrfluaM dMped/+alMk a tdYnrwl4rhw.M*..Nnk*ywrtudrka...rm 4451 SL Lude&vd. d..o4ldq.(r.1od...dyMdr.Ml..hd. din. Mfrtq.retll4.t pq... L tlwkpnlgk4l dql dl.oa.kdd.tal. Fort Pierce, FL 34946 LgpytlOtllkl•IWlntw-Iu0 I1..YIq/tre rlwtiudOn/.om.ig4an'tld'n/:abdaraaoprtl.rhrl•It.dlnttn•AArrl.Irl40,1t O NSS NSS TypeIPly RYAN HOMES A0058352 xRSSUCE FL10 Floor 1 1 Job Reference o tional At ROOF TRUSSES. FORT PIERCE. FL 34946. dawn®aluusa.corn Run. 7.640 a Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries. Inc. Thu Jan 12 13:17:59 2017 Pap 1 ID:?sOCMIzSGko2hFpRYibzzzOpep-561KGOn R8?bAOe8yBTN6Y?uJx5EE06 112 wt2w5sc 0.1-8 H 2-6-0 2-2-8 1 1=3-0 -" 1.3.0 dead Load Dea.. S116.n 1.S.4 II 3.4 = 1.5.4= 3.6= 15.4 II 3.6 FP= 14.411 3.3= 1.5.411 3.6= 3.611 5.6= 1 2 3 4 s a 7 a s 10 11 12 3.6= 3.6= 3.4= 15.411 3.6= 3.6 FP= 4.8= 12-10-0 I 20-1-0 2 12-10-0 7-3-0 -4 Plate Offsets (X.Y)- ll:Edge,0-0-121, 112:0-1-2,Edgel.(18:0-1-8,Edgel.119:0-3-12,Edgel,121:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0 90 Vert(LL) -0.48 18-19 >495 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.79 18-19 >301 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix) Weight: 101 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat)'Except* T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) *Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 113310-3-8 (min. 0-1-8) 20 = 1128/0-7-4 (min. 0-1-8) Max Grav 12 = 1133(LC 1) 20 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3609/0, 3.4=-3609M. 4-5=4525/0, 5-0=-4525/0, 6-7=-4525/0, 7-8=-3864/0, 8-9=-3864/0, 9-10=-1201/0, 10-11=1099/0,11-12=-1201/0 BOT CHORD 19-20=012127. 18-19=0/4419, 17-18=0/4525, 16-17=0/4525, 15-16=0/2915,14-15=0/2915 WEBS 12-14=0/1595, 2-20=-2351/0, 2-19=0/1638, 9-14=1895/0, 9-16=0/1 099, 4-19=-896/0, 4-18=227/589, 7-17=-42/275, 7-16=1165/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate(s) atjoint(s) 15 checked for a plus or minus 5 degree rotation about its center. 3) Plate(s) at joint(s) 21. 1, 5, 12. 14, 20, 2, 11, 19, 9, 3, 16. 4, 8, 18. 6, 17 and 7 checked for a plus or minus 0 degree rotation about its center. 4)'Semi-rigid pitchbreaks with fixed 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. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10,1-12=-103 r..t.11.arwMm..r'lnoalalfltryu(ryar!mnl!onuatoralmnelltr.unanntuRra ry yrer.r rw.r,umt.arwgllalrrurel la R!! 1ar ru.nlen u ru..sma.rlo.i atn.a puerr.rrrOA•Mra14r1mtrytq..pr.1p44r a:rr.M.arp 4rtrtura'w ialr rrey4rufhniyor.rd.R..611.Reywlrll.t WrtfrMq AnthonyT.TdmboIII, PE. W d6,1.rrrgrrshr,ry.urlerr..,.ro.W..rmrgw.rs.yry.,h41. n4rttr8rrIWW".hrt6l r p.wirnrryAkn 4rumra l.eq ..mrrr.oerroynrg4 80083 rhrygtlga. rtm uwnwwerlMrr emrP.r.nerwytwrewsryrne ryfpr suhmrwn,nt.nrp.r at wnrny.rtinrar,erkmnp..t.nr t.rlm aaau..au I4451 St. Lude Blvd. wi. rrrkttt wq.trpa.w gdl.ttwrtl trtrmrwµ.erctrtryrwp,.awsrmurwiw dare+unater.tnl w Fart Plerce, FL 34946 qlt* 0M16Ad4dlaun•AAny1.fish 0,r1. tepshic"d6itWwd,uwybra, itpeA& drrbrahmiampranliuhreAd4dlntut-AAMLlueLm,r1. Job I russ I rus5 Type Qty Ply RYAN HOMES A0056353 XRSSUCE FL11GE Flow Supported Gable 2 1 Job Reference (optional) nr rtwr rtva w, curt r¢rta.c, r ,.aw, ate. fly. OM 34 33 32 31 LOAOING(psf) SPACING- 2-" CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCOL 10.0 Lumber DOL 1.00 8C 0.01 BCLL 0.0 Rep Stress Inrr YES WB 0.03 BCOL so Code FBC2014/fP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(fiat) BOT CHORD 2x4 SP No.2(fiat) WEBS 2x4 SP No.3(fiat) OTHERS 2x4 SP No.3(8at) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34. 18. 33. 32, 31. 30, 29, 28. 27. 25. 24. 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Run: 7.640 a OA 7 2015 Print 7.640 s Oct 7 2015 MTek IMustries, Inc. Th1213:17 59 20 uJan17 Paelqee 1 ID:? sOCtAlzBGko2hFpRYlbz2zOpep-56IKGOn R8?bAOeSyBTN6Y?5?xJVECn_il2 wtzw5se W DEFL. in (loc) Udell Ud Vert( LL) n/a - n/a 999 Vert( TL) n/a - n/a 999 HOrz( TL) -0.00 18 n/a n/a PLATES GRIP MT20 2441190 Weight: 89 lb FT = 0%F, 0%E r' y•lrwrny/-6,44 W WMr9klrji 1 axla MGM lR1UMgn901Raraff ba "&OF rr.et rM.n.s Iw he tnAl irrWgl I IIRIdrmlMrnw kwu 6.m mr.a Ml,q 610amaMk. ww1wraMal.Wd h.ke t.W,MA ir s.wm.pun.u 4adn.rw.q.wire..4ry u+uiar.rmrr,rrnu.n.,vn+rnwq a a+M MNonyT.Tomb* Ill, P.E. rwdakmrwk4r) ws..ar re.reor r..a.rrwr...r rm rn.rrrrd rrdu Ir r rlsrgrrr aM t rl faWY..rYgW r,w.ryr i SM3 k: rkt4everl.m.ue u..rtsrrpm r erw tgrfegles.ruarpmrtun ,lrrn tMrrnruq.ururwm4rkw bw,hm"bwadIon rrrw..r,r 445t it. Lude6Nd. a.r4a. lgrks.rere.w.nggarrr.awtaawk.rhFawhOlarr,ky...kw,pmk.xw nwrar.a.-*`1d' u. FatPlerce,Ft. 34946 aled Imu1• an.ryl.6tl.M,rl Job I ruse Truss Type Ury ply RYA" HOMES xRSSUCE HJSC Roof Special Girder 1 1 A0058354 Job Reference (optional) FORT PIERCE, A 34948, desWQal Vm oom Run: 7.840 s OG 7 2015 Print• 7.840 s Oct 7 201 S MTek Industries, inc- Thu Jan 12 13:18:00 2017 Pagel 10:7s00NIzBGko2hFpRYbzzzOpep-ZUjUmodCR7SnADOWu cemYSgLbOzfw7wPnXSJzw5sb 4-5-0 7-" 1.5.0 7.0.0 Dead Load Defl.. 1116 in 15.4 II 6.6-7 0 5l LOAOING(psf) SPACING- 2-" CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.09 6-9 832 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) 0.10 6-9 762 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.04 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 37010-10-15 (min. 0-1-8) 6 = 284/0-11-5 (min.0.1-8) Max Horz 2 = 127(LC 19) Max Uplift 2 = 296(LC 4) 6 = 185(LC 4) Max Grav 2 = 370(LC 1) 6 = 284(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope): cantilever left and right exposed : porch left exposed; Lumber OOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 36-0 tall by 2-" 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 296 lb uplift at joint 2 and 185 lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks with fixed 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) 74 lb down and 17 lb up at 1-4-9. 74 lb down and 17 lb up at 1-4-9, and 36 lb down and 43 lb up at 4-2-8, and 36 lb down and 43 lb up at 4-2.8 on top chord, and 56 lb down and 2 lb up at 14-9. 56 lb down and 2 lb up at 149. and 12 lb down and 42 lb up at 4-2-8, and 12 lb down and 42 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=3(F=2, 8=2) 13=12(1`=6, B=6) tr1•a.0 rwpmnr•111t0 Mx1(1(UlrjGlan IIIl11 tOaa1t11kI0.1b6rjtl114nftltllrr.I.Ilryl.sblrnlr,rr,Inn rlylel.l rrlam110rgr1rrmVWk1nwr 16 ft-arl.rIMA rinam pr WllMrrlbrrrr rrMlry 4rYr.klr lty..Irr.gnrlprldl..crl.l rphlrfnr Inl.rlkrrey ra tlntnpk.r111a..le lnl trtru w.p.Llrgrrortary Anthony T. Tomtw Ill, P.E. I raerrt.urglrtrr,.y.wsk re.n.awsl.rad w.rr.yry.,.rrnirKre rrrdrlyarrlat lr*.dirlar w.u rlmr.ayrrri r•..rrr r4iYlYvprlrad•. tlrn N.M.rlMrrpmrrprl rkAlptarrtrarrsptyrrrly lertcl n,U .rr n okl.s.trny.rrlrlrNrknr rr• J tt0663 r.u4r.lMr(r.Iplrtr. wryhtlr.. nrYll lr knru tr^.nnlrldlr,rup.krolw.tpn/wwy tlalWaa.lnwrr.In1 rw,lmrrykr,...lnuarr..r+m a5l St. Wde Blvd. Fan Pierce, FL 34446 Voo0 114A•Itedllnn•114ayLlaA.lt,tl. tap.iaried6ilYcme,ealMailptl lnel aMwoorwouiahnAIhdlmu(•I gLlaeLll,f.1. JobXRS ti55 tiss ype RVAN HOMES A0058355 E HJ6 Oia(pnal Hip Girder 2 1 Job Reference o tional At ROOF TRUSSES. FORT PIERCE, K 44946. desi8n@310 ss.com Run. 7.640 s Oct 7 20f 5 Pdnl: 7.640 - Oct 7 2015 M1Tek IrWusVies. Inc. Tnu Jan 12 13:1e•01 2017 P e 1 ID:?s00vilzBGko2hFpRYlbztzOpep-1 Ut5h6of zIFJPKna3cVrBzSHtkuK16nH92X5?IzwSsa 1-5,0 4.3.4 7$9 1.5.0 4-3-4 3.5-6 3-4 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.18 4-7 514 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 8C 0.50 Vert(TL) 0.25 4-7 362 180 8CLL 0.0 ' Rep Stress Incr NO WS 0.00 Horz(TL) 0.01 2 n/a n/a BCOL 10.0 Code FSC2014frPI2007 Matrix-M) Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 44-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (lb/size) 3 = 173IMechanical 2 = 466/0-10-15 (min.0.1-8) 4 = 81/Mechanical Max Horz 2 = 110(LC 19) Max Uplift 3 = 128(LC 8) 2 = 264(LC 4) 4 = 25(LC 8) Max Grav 3 = 173(LC 1) 2 = 466(LC 1) 4 = 118(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCOL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. It; Exp 8; Part. End., GCpi=O 55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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-" 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 128 lb uplift at joint 3, 264 lb uplift at joint 2 and 25 lb uplift at joint 4. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 36 lb up at 2-1-0, 36 lb down and 36 lb up at 2-1-0, and 56 lb down and 64 lb up at 4-10-15. and 56 lb down and 64 lb up at 4-10-15 on top chord, and 4 lb down and 17 lb up at 2-1-0, 4 lb down and 17 lb up at 2-1-0, and 14 lb down and 38 lb up at 4-10-15, and 14 lb down and 38 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead • Roof Live (balanced): Lumber Increase= 1 .25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=20 Concentrated Loads (lb) Vert: 10=-7(F=-4, 8=-4) 11=15(F=-8, B=8) w.y.rr.r.p.+.r•sIto f0m(vuu'larnlrunrr,r..r...UhRI I-rIkrt.rrrntr w— rsudn.rrr-ra{..r rtn rwurrn- rrm-rnu u.rroe*rP-WfPwra•Arc.rinr4em..o{rn4rintu.r.rn rer.rMrrr 4raft-rym.rlaq.warl I`-6V--I ft"-a. -NM4 Anthony T. Tomtw 111, P.E. I r.. 4rtra.rgrrlrr.y.rl4re.n.ro..'..rm-*-.rrr,wp..r..nor¢rararrruk-ranks 4rlrr w..4rlm..ayraSr*..nrr.r.alrarrny.rg4 280083 rkatirrl..Ir. r. u.nur-rlkrrrp-mrprrerkrek.Pmvurr-e.pl>grrrmhNrwn aroa+k wlanrmlwrrrrm4rrn.r.,um hp.rlm.rs rr-,.r- at51 St. (.ude Blvd. Ann-wr. lAn-rP-•Ib A-.4r Irk-iMtMf.--rOlrldraMup.-1.u1.-rtTw/r7--rl tlaa-tY.nn-Mr-1111 Fort Pierce, FL 34446 rypitMOl01{Alledkntet• A.Mky1.ImGI0,f.1. t<pMrdad0ir6uwl,'-.rybrri.rrkAiW.WwIIMaark{rr.„siukukllalkwu.•ilnrayLlaukkm,f.1. Truss ti5S I ype RVA1, HOMESrXRSSUCEHJ7OlaOonelHIpGirdGirder31 A005e356 DMC TOUCCCC cnor e,=..< a. wV.. y.," nunr.w ntu rnne r esau s oet r zo15 MrTek kqustnes, Inc. Thu Jan 12 13.18 02 2017 Page 1 ID: Ts00Nlz Gko2hfpRYbzzzOpep VhRTuSP63NAJUMmdJ04j8dUb8DsRU100iGeXCzwSsZ 1- 5-0 4-11-0 9-IL'1-5. 0 4-11.0 7111-0 Oeed Load Oell.. 1116 in 3.611 1.5.4 11 6 30 = 4- 11- 0 9-10-1 4-11- 0 1 4-11- 0 Plate Offsets ( X,Y)— r2:0-2-8.0-3-51 LOADING(psf) SPACING- 2-" CSI. OEFL. in loc) I/deft Ud PLATES GRIP TCLL 20. 0 Plate Grip OOL 1.25 TC 0.58 Vert(LL) 0.04 7-8 999 240 MT20 244/190 TCOL 10. 0 Lumber DOL 1.25 BC 0.S4 Vert(TL) 0.14 7-8 866 180 BCLL 0. 0 ' Rep Stress Incr NO W8 0.34 Horz(TL) 0.01 5 n/a n/a SCOL 10. 0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.03 7-8 999 360 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 5 = 158IMechanical 2 = 404/ 04-9 (min.0-1-8) 6 = 297/ Mechanical Max Horz 2 = 169( LC 4) Max Uplift 5 = 80( LC 4) 2 = 140( LC 4) 6 = 53( LC 8) Max Grav 5 = 158( LC 1) 2 = 404( LC 1) 6 = 297( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 278/105, 3-13=-079/161, 4-13=- 632/126 BOT CHORD 2-15=- 209/624, 15-16=209/624, 8-16=- 209/624, 8-17=-209/624, 7-17=- 209/624 WEBS 4- 7=- 671/225 NOTES- 1) Wind. ASCE 7-10; Vult=ISOmph (3-second gust) Vasd=116mph; TCOL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 5, 140 lb uplift at joint 2 and 53 lb uplift at joint 6. 7)'Semi- rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 95 lb up at 1-4-9, 76 lb down and 95 lb up at 1-4-9, 72 lb down and 70 lb up at 4-2-8, 72 lb down and 70 lb up at 4-2-8, and 96 lb down and 60 lb up at 7-0-7. and 96 lb down and 60 lb up at 7.0-7 on top chord, and 46 lb up at 1-4-9, 46 lb up at 1-4-9, 12 lb down and 15 lb up at 4-2-8, 12 lb down and 15 lb up at 4-2-8. and 32 lb down and 5 lb up at 7-0-7, and 32 lb down and 5 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 1- 5=-60, 6-9=-20 Concentrated Loads ( lb) Vert: 3= 63(F=31, 8=31) 13=32(F=16, 8=16) 14=-N( F=-44. 8=44) 15=50(F=25, 8=25) 16=1(F=1 8=1) 17=51(F=-25, B=-25) w+yll.. r.Mrym..r'tlraa!mt6ryuu)anueuntusnw!cnlal!tgtetnnomnavfr ryrypsarrnr.e,.r,rur,a.rrreyt.t rr,rtrsmu.nan.. u uM.•.mr.r!p rna wlrprsYiYwlrrll. r,tl rrlmsrylatrpt,ya tryar6rulw.IlYipem.cq r/rpl;/rorergYYMger,yhmlrfularlfa.q.re6Fl Rkynn rlYtyord..trrlq Anthony T. Tombo 111, P.E. t r..ar.tyar rur- ertnr,rr. re...ro..r,.rat*..rrr t....rrnarargrrrrrerto6W%Lrqrtisrlar w,silkIu•agrrt,r•oerrr.anrr.P..s 760081 uyratra—d".nt! rlrq..tru.rwr• rtrrrt•wrsrt rtarrr er etl v!tr.M("Ptuuttnerulo,•..artesprr at rerm r remarkmr,pt,aotruplq..raurrw io 4451 St. Ludo Blvd. r.rerryrertt r...y•Iprt.r,t 11,A., hos 4t•atOtrru hu.,.t,uNs.er r.•wa4 gpy40Hit A Ihdh•ssts• A.atry Ltar.in, U.bpd.oiwdnislwtawa,itmay hm is M8el0d.dwrwak.remsuw6er A l lad halls- Aa0aq 1. Who 11, r t. Fort Pierce, FL 34946 o tiss ruse Type RYAN HOMES A0056357 XRSSUCE JSA Jack -Open 10 t Job Reference (optional) Al ROOF TRUSSES. FORT PIERCE. FL 34946. design®attn•ss coin Run: 7.620s Apr 30 2015 Print: 7.640 s Oct 7 2015 Me ek Industries. Inc. Ttw Jan 12 13.16:02 2017 Pe9g6 11 ID:?sOQvilzBGko2hFpRYlbzz2Opep-VhRTuSptk3NA1 UMmdJ04lBdZiSJQRZ1OOiGeXCzwSsz Q:5-" 5-0.0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.Oa 4-7 999 180 BCLL 0.0 ' Rep Stress Inter YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S) Wind(LL) 0.02 4-7 999 360 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 113/Mechanical 2 = 296/0-8-0 (min.0-1-8) 4 = 46/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 83(LC 12) 2 = 95(LC 12) Max Grav 3 = 113(LC 1) 2 = 296(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=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 83 lb uplift at joint 3 and 95 lb uplift at irtint 2. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and % gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard er•q.M•r..lqn,..r•ukaallkntltryulriamuutncrauNanuratvrryuaculltmrr. rnryr r.•r•.r bmrupe.q lllrrmgt.t.rRrtrrmt.•s•.. ab••at...md.rRi rtua..rrnarb•wrrmbr e4 4•kntryttr..p, ltbrtlyvlrv.gd yme.•cq.4rr•Iur.q elraMrrr erortdw bperta.R...lal traorw nre.lo r..rh Anthony T. Tombo III, P E. r.u4 760063 rle4twp.Ira..tlntaw.rarrAam.kr.rn4rw.kkgrsagrurpnlrrmhtn.rwn,r.er pr•tnl s•rn r.rtr.u•erbn r p..umrnp y..rlm•dau.,iu 44SI St. We Blvd. Anb.4rrM•IratfMT4wq Mtl.tllbr.l tYk•nMtM f'w btllrWllNp,.6.0 fl9et l•'M tq My tlgblrt.In.rnW.lat fart Plerce, FL 34946 Mpi1k011144.1lWhettt•Ar6tryl.laa410,IJ.fepatltiadeitMu•n,o.ryManpr13ne1.aMaMaion tli.hr4lrWhnut•IaMryI1W.lA,F.(. Job Truss Truss type r+oMEs xR53UC1 JSC JQVMonopitrJs , Illy IRYAN Aoose3se 1 OMC TO..GGCC CAOT O.CO/•G Job Reference (optional) ry. ..ss o,..wl nun: r o[u s Apr Ju 2010 cone r.640 s Oa r z015 MTak Industries, Inc. Thu Jan 12 13:18:03 2017 Page 1 ID:?SoQvllzBGko2hFpRYibzzzOpep-zt?r6ogWMV 1 eexzB 1 X.IGOAII YeKA90adMOB3ezw5sY 1 0-0 4-11-15 1-0 0 4-11-15 i 4-5-12 4-5-12 1.5.4II 11. 1 S PowLOAOING( psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 6-9 999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 SC 0.14 Vert(TL) 002 6-9 999 180 BCLL 0. 0 ' Rep Stress Incr YES W8 0.08 Horz(TL) 0.00 2 n/a n/a BCDL 10. 0 Code FBC20141TPI2007 MatrixS) Wind(LL) 0.02 6-9 999 360 Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/ size) 2 = 262/ 0-8-0 (min.0-1-8) 6 = 198/ 0-3-8 (min. 0-1-8) Max Horz 2 = 114( LC 12) Max Uplift 2 = 80( LC 12) 6 = 83( LC 12) Max Grav, 2 = 262( LC 1) 6 = 198( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 6=- 144/275 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ;C- C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 beanng plate capable of withstanding 80 lb uplift at joint 2 and 83 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and X' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE( S) Standard Irarw} R.... r'urWllmsOryuu)arwltmuuasatnpaylatr)arWnlKa.rr. ndyryrswir r.au.nrara.pelrru I.l.ra,Itkya,uerr.,. rn.a..,.or rocs, Wna.a. prl alY.rrrr R.Y.a ...Loco 6la.#..1'aw6raf r.rwq lM.rtem.lcp.lr ldl.ar ang,bou o, be. a.'Ire do W, how. In N.*.—oil hok" ..Pom daula+WL a1W1 I MMmYT. Tanta Ill, P.E. on db.Ig1i.l Y117hrnt."dim*—.rrwdl.r.OA a.rY11,r.,YrsMl/rILYM rrYaMlga+r1141 Aq'w/hlMr.W.u/r1.0 41 b1Yl y.*..alrrYr Y lYr.y.Wq wl.fyrq. Irsr.1111enaa.r00rrp ..ipw..rlrgfg.rinnr.spulraypylarWa.rW.rpsrp.ra 011MMrny.ranrmdrkn.R.p.,Im"hi..r[all .ar.a.au 180083 a.... Wry 11noagintrg. a"" doom N.I.LL Ir bnr.or Lp..141r1ryw,.,. h.lkaa Iq... 'w McA.aYr..a. Wr. mI 4451 St. Lucie Blvd. qtro02416A4Whom. indigo, l.foodGoo,fl.lepaaiadsillaual,u.gMai.p.YAaN.idi1dMaB0.prainia6ak11edfiestas •Atrdw"LWhom, PA. Fort Pierce, FL 34946 Job Truss russ Type Uy RYAN HOMES A0056359 XRSSUCE JSE Jack -Open Supported Gable 2 1 Job Reference o tional Al KUUr I Ku»c,, run 1 rICRt.c, r a+aso, u sgn4ya uss.00m Run:. 620 s Apr 30 2015 Prim: 7.640 s Oct 7 2015 MTek Irq=rstnes, Inc. Thu Jan 12 13' 16:03 2017 Peek ee / 10:Ts0pvIlzBGko2hFpRYib=Opep rtTr6ogWMVleexzBIXJGOMWM/ATIadMOB3ezw55Y 1-0-0 5-0-0 1.50 II 2R4 = 1 Sr4 11 1.50 II LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.10 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 22 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 4215-0-0 (min. 0-1-8) 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Gray 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3.6=-208/330 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSl1TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard rr1•rnlrl.F111w.r'A1OOr011$(ialtllQ/0Yi'JArmOlA6Wbjb'Ifjup9rlSirGrir Mq q(rrmrrter/t IeYmr+trl.r,llR;rrleti711iarlkr4oYrl laa-p—bdm1 ral,dlrr11ririnrrkruirrlMkHNIMnMarhrW,lpdgkp r r wdynw.urrtlrr etar.pw.InywaYlrrn rruyllwepl rtAq,r.puhid—d" gayrplYT.TamboIII, P.E. 6"k-n.IrW r.uraNnrgl Y(ar ryrirrrrO,rCst rC pl rldyhy.Yrbnrrtl,rRrrbllqu rIM h rrr101rgWarrll.f6 r+4u,q,•+r rl"odl.roy.rgr s 80081 rkApllrlr( r rso— ul rMal rru rprlllrrlrr(41PrrtMlWIMORrarlpMOM ."W"lrpsrrdoNO.* 445t St. Lude Blvd. d uA4gr(n1 r} aglydlrrinr+l 111 hnlM¢y srglrblrtkl*.ruflo.t4.r.,kap Ugrrdrnn tld 0N. Fort Ple(ce, FL 34946 r ("quo bpe"i0i d* h driant im al 161L hrd6M -AM&# WiCaFffskC01640 A-1 IW InIt"s -As&" L tub$ 0, 01 Job I fuss truss I ype Uty ply RYAN HOMES AOOSti3fi0 xRSSUCE J6 Jack -Open 11 1 Job Reference (optional) A i ROOF i nua U. run i RERCE, rt, U+ 6. aasprb®a i uuss.com Ft11n: 1.640 6 Ott 7 2015 Petit: 7AQ 6 Oct 7 2015 MiTak Industries, Inc, Thu Jan 12 13:18 04 2017 Page 1 ID:?sOCM IzBGko2hFpRYibzzzOpepS3YDJ8r7GgduGoMik2YpcjuSyyLVTXIrOIIb4zw5sX 1-0-0 5.6-0 1-0-0 5-6-0 2x4 = LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) I/dell LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.07 4-7 880 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 SC 0.29 Veri(TL) 0.06 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-S) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 3 = 124/Mechanical 2 = 320/0-8-0 (min. 0-1-8) 4 = 51/Mechanical Max Horz 2 = 83(LC 8) Max Uplift 3 = 63(LC 8) 2 = 165(LC 8) 4 = 34(LC 8) Max Grav 3 = 124(LC 1) 2 = 320(LC 1) 4 = 83(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf, BCDL=5.Opsf; h=25ft: Cat. 11; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 63 lb uplift at joint 3, 165 lb uplift at joint 2 and 34 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 'A' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard a..rr.1...M...r Ilrimtnuaryuuyar autnlu>aoenlMoyvlvinlamrw¢Irr. lr rrl.w1-16*w.rylhalrr"I IWWall Ift-%0M .nq IdanoilbblWY.YYttIO.M.Y 11/ka/1t1 11..,try'AIhA1Mdw,Irlpe1d1.1L1..lIY/6trl.^,ItMr16 r11YPIY u I G.111 a11arlM..II..M 611. hky.{o gl o O.t.ed4ltIalelt.,ll.wrinr,.y.uen/r6.w,rr...'1.6.ud..rwgry.,.a.n/a6Crs.1sld1. IrlglhR.a/aroryW.u/rlml,.aril.etia.q..amr.l..odwrnV..41g1 thonYT. 8ll, P.E. rI. 11.tMgrrrwm auto.I.rlarrpandrurl/1.kr 4 vyr.sy6lpl nYlhl6rfu...`rioirpaa l IaleaYnYnyai16Y1.IM/Ykntllp.,tm/k aAarinur++uw..aa 9083 t1Lude6..bl Nalklfae7Mw6.het.el bwhM Ib km MVb" bt0lr tAysNp.. k.0 I!m l.pa/al Hks Aa'pftWwVbl.&1hde 61 4451 5t. lade Blvd. Fort Pierre, FL 34946 ahritu0111fA• Ilodlmut•46aryLI161aN,IJ. tryl.MiaalaifMamn,oary6ra,ilrtll'ael.alaaMnalnrw6ittiuhw111WImut•AAaryl.lealtll,r.l. Job 1 rus3 russ Type RYAN HOMES AOOSB381 xRSSUCE J7I Jack -Open 10 1 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, design®aluuss.com Run: 7 820 s Apr 30 2015 Pnm: 7.640 s Oct 7 2015 MTek Industnes, Inc. Thu Jan 12 13 18 OS 2017 Page 1 IO:7s0ONIzBGko2hFpRYib=Opep-wG6eXUd 1_IIuxSLISenLpfxaMSMewnt4gV I8W2w5sW 1-0 0 7-" 1-0 0 7-" ' Dad Load bee • 3116 In 4a6 II LOADING (psf) SPACING- 2 0-0 CSI. DEFL. in lot:) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ved(LL) 0.09 5-8 946 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.75 Ved(TL) 0.27 5-8 304 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S) Wind(LL) 0.20 5-8 411 360 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 I-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 4 = 188/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 85/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 136(LC 12) 2 = 92(LC 12) Max Grav 4 = 188(LC 1) 2 = 342(LC 1) 5 = 124(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-363/0 NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-seoond gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf. h=25ft: Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed :CC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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-" 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 136 lb uplift at joint 4 and 92 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 'h' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard y.lrnr ltm..&I I W [Iffills(witinar'111 I'M 912,11 6mrt+liwrousoatiwlrr.udrrV . sag mWMaNtfMligpin$4Igrrwgll.ra,llt&ManwnrWisib wmr.rla.rl slno.a psaaMe.lrrlaKnr iselmrrytp.p>.tplhi..lrl/..101r seise—eseerP*.W.F"1areHhras".1ft 00bU6000r111114ll.da1111 Anthony T. Tombo [it, P.E. r,y vGur MYihr 1644rOwn.rO.d/.Oe*•.rYY M¢•.Yra aera[.rl.IrdlY oYr11H.My/rlargW'u/rtm.dl I.a r¢.OirrY..I J/YrnyWgl 780083 rwtarq.rtm .r.• ar•rOlrrlemrpn4rirRU.P dWuir.rMAssirohlnrs u9un1rrPrU er01"Was nyre+lriftsi lnutbru..an I4451 St. Lucie Blvda..n,ataihet a•1* e•.ghdn•r•,tiLIhIMrg4P•.WlrMahr•P,.t+rhr•ty..aq.oeeagrhrnsaeaWail Fort Pierce, FL 34046 s (Vpi*011%A I1rd lmus• A&M1.Ismi•a,FJ.lep•hifis ddisl.aal.isal hraspdAuelvArg(a aim pernissiuhN A41a1 h•sus• A&M I. I•ab a, Ft. Job Truss toss ype y RYAN HOMES XRSSUCE M6A Hal( Hip 1 1 A0058382 Job Reference (optional) At ROOF TRUSSES. FORT PIERCE. Fl. 34946. design@alUm.com Run: 7.620 s Apr 30 2015 Print: 7 610 a Oct 7 2015 MTek Irduatries. Inc. Thu Jan 12 13:18:05 2017 Page 1 r 1-0-0 5-0-0 ID:?s0OvIIzBGko2hFpRYibzzzOpep-wG6cXUd1_IIuxSLISanLpF55MJaevlt4gVl8Wzw. sW 1.0.0 0 11 3.4 = 1 Sc4 II t sdu 4 5 aN = 1.5d II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.04 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.02 7-10 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0 00 2 n/a n/a BCOL 10.0 Code FSC2014/TPI2007 Matrix-S) Weight: 25 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 240/0-8-0 (min. 0-1-8) 7 = 283/0-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 12) Max Uplift 2 = 149(LC 8) 7 = 141(LC 8) Max Grav 2 = 240(LC 1) 7 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-170/319 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. It: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 149 lb uplift at joint 2 and 141 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %; gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard aq.rrwr•}q•..r'11tl9t4,fa(VlrlrjoquLlrillOelOrJImIWIr1RFrILL110Nlr.nrr. NMoyl.ernrirl•M•wrm rMrr.gllllrrrr l lr.a rf rrn Ynldn.0 Wu.nrd•rlll,•y 111uerr ptNarrlrrlpar A/ 4thnr aaf•@ My1IT+lri/•glll pnvA•cT Ir Au w arrYgrh My4rty 4m ys1er4M.rallll Akt nu•Ir.lrlrt-r1h An(YT. TOmlxl (Ir, P.C. I r.•Irtl.urr7rlrthr,ry•OaI/rlwn,rrr'tiYd.•rrlY r.,rY.•I.rKrrrrrdrlrr irllll lr/r4/r1W.u/rrml .r0 r/tp..YrrrgYtlrrnynYp 7 8rWYlrrp••Ir•af Urnar.•rltlrrr/OinrprnarlM l.IfggYrsplfgrY r qlllralni4.7rpsr l Ull eetrnyYar rbn4rrnl lrp,Amlyrlpwrinu rraa o MUideSI St. Lull! &vd AnnrAtrl}trrar.1}.wyhral.•ra•Arl Ir huraN l w.1/lrlryln¢.,•rnrl,a•r'w/gtMtl tlaprYaalr•W.IaI a Fort pierce, FL 34946 Gyry60mid 4.1lwlknlrt•AgkgLlaJ.m,@J.IgrMriadAislr<pM,egpr•.ir^iiirlrAwr04wmarrattia6oAlgod knut•Ampl.Iae.0,r2. O fU55 fU55 ype y RYAN HOMES AOOS8363 XRSSUCE MW Monopttd+ 1 1 Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE. FL 34946, Aespn®aftrusa.aom Run: 7.620 s Apr 30 2015 Print 7.640 c Oct 7 2015 MTak Industries, Inc. Thu Jan 12 13:18:06 2017 Pape 1 I D:1tt00+A IzBGko2hFpRYbzzzOpep-OSg_kgsNoHtcVSgXs950u 1 oFXlf PNLsOJKEsgzzw5sV 1-04 5-114 1-04 5.114 ' W= 15.4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ven(LL) 0.04 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(TL) 0.02 6-9 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-S) Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cuide. REACTIONS. (lb/size) 2 = 235/0-M (min.0-1-8) 6 = 300/041-0 (min.0-1-8) Max Horz 2 = 129(LC 12) Max Uplift 2 = 151(LC 8) 6 = 139(LC 9) Max Grav 2 = 235(LC 1) 6 = 300(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-0=2211466 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed: porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 151 lb uplift at toint 2 and 139 lb uplift at ioint 6. 6) This truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and %; gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard aq-lr•r a..Nm.. r'e i i4a iint6(vituyae3u i!iin4caaxnmtraivrtrlue>Wntrru+rr. rtler+* pe•nr nver+•r+im+a+pr.gplelrr r•.ti iara,r t rrmarlen+• aru+•. mr.r u.i 11 001u0noar+rrrte.r+r Anthony T. Tombo III, P.E. r+ue•ntw+rgrtyrr,.y.urgerrw.rr..dr.rae*+.rrrr,ry.,rr rera r rrrrrrearrnu tr rtnr w.v re.u.ayrrra r*..o[rr rarr.y.+.wre I am] rt.r.trq.rues urn r•rtrrrt•re+rta.r.+erkret rwr.r!ngnrmhtnrtun r bris+taw+ 4451 St. ude Blvd. Ae•re trrl•neprrt•nre1ke11eri •w N Ir rt+r• (•a141rriyr•p,•M•L•4pt•vegtverl Yapr unnerve. mi Fort Pierce, Fl. 34946 gpNh01111 I1WIr•+ut•1•Mryl.l•a1•a,rJ. tep•4niadnit6rwa,ualManpailiWnaaiMeianpr iuiakeaAllodtnt+n•AeMryl.toa0el1,f.1. Job I N53 I ruse I ype ply RYAN HOMES XRSSUCE MG? Jack -Closed Gkdu 1 1 A00563W Job Reference (optional) nun: i.ozu a :fU Z015 Print. 1640 a Qd 7 2015 MTek Industries, Inc. Thu Jan 12 13.18'06 2017 Pap 3.5.13 I0:?s00v1 zBGko2hfpRYbzzzOpep-OSg kgsNoHtcV5gXs950uloHk1T9NDWOJKEsgzzw5sV 7.0.0 3-5-13 3ii-3 1.5.4 II uaao 39611 jua 4.4 = 4.6 11 JUS26 3-5 13 7-" 3-5.13 11c3 1 Plate Offsets (X,Y)- 11:0-2-15.0-0-111, f2:0-1$,0-1$1, f4:0-1-12.0-2-01, i5:0-4-8.0-1-81 LOAOING(psQ SPACING- 2-" CSI. OEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 SC 0.97 Vert(TL) 0.07 4-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.03 4-5 999 360 Weight: 39 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or B-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-2157/734 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf. BCDL=5.Opsf. h=25ft: Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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-" tall by 2-" 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 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Use USP JUS26 (With 10d nails into Girder S 10d nails into Truss) or equivalent spaced at 2-" oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) 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: 1-3=-60, 4-0=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) 4.q•Irrr.*1nt r'Ntwo mT16mlam mteOlallnlxtl*trim]4.11•ATta%***r.a..aimre.a.tnapb"01grr Mm I.lr•1J IAu:.lkatn• ft k%u d"W m.r In,4 Iaa.vp.wa.nl=Mak." t tt urmParwP+.y dgal..lrw..rd.uya.rnnr.pm ny.wtnrrarr ry k.uti,w.rnl4,r.lni.laaye,.r aktyar..wy Anthony T. Tambo 111. P.E. rm/Mk tr.Ik4lq.rtr4r la14ra.•,r4dta•l+tPt•rldl r•.•rtrm/rQ.r[rrblYM ua.101! h M/rDr Wu4rknt.rl..r4stgt,.fa•.rin 9uaro9 "d tSM3rkmlaor.rkaat nalar•rgrrttmtrpflntr rY t rNlkrerplPN4yg01rLltnnsadr lafM IINMnrngeasatrkrttrk.uay.,inor ywrt.0 rrr.,yw 4451 SC Lucia &vd. d..e.rsn ti tkre err a •arra y.r .,.w la ru a par.kol r wet ay.. tanh ar.dn l s narad.nnnr r. oN. Fart Pierce, Ft. 34946011111•IIW lnttet- I IaN /t l .Iriudaereae.0 lea, it *bM-40Soai6n timbaA•I led Item- I F4eSNA,FttyiriplEMI • , 1P ri M ( r Job Truss Iruss Type ury Fly RYAN HOMES AOOSft385 xRSSUCE VM3 Valley 1 1 Job Reference (optional) At ROOF TRUSSES. FORT PIERCE, FL 34946. design®altruss corn Run: 7.640 a Oct 7 2015 Print 7.640 s Oct 7 2015 MTak Industries, Inc- Thu Jan 12 13.18.07 2017 Page 1 ID:?sOCMIzBGko2hFpRYibzzzOpep-seEMyA10Zb?T7FFkQscFQELTX92f6pG9X_PCPzwSsU 3-" 3-" 2s4 LOADING(psf) SPACING- 2.0-0 CS1. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11.6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w.la r....r klrnrmwsrsluartiaw,(nanrumaak(uaforut orJw¢vr.t.q.w lmarlennmfrulmf. awua..mmk.rrtsq e14u.rYlWlaaM.rrrlla4.ilN.hnac 04•.Pt.b•e1bp.411.r..I90qnsi.aqv.for.Itl.r.p.aingwnlgrI.I**&uytk. 4pol.raO.q,r.IM.lrarle,.0fth4(.111m l.y AnthetlyT.TomIxi(((,P.E. r.0/anhmrRYl satmr.Wg4r0e.Y0a,i.a.Lvp..aiYp..r.e/rQ.rrtrrlrrrt mrlM.lr rtsrpra.w(...syl.atiaer,.+(k.rl.arrr.q..y d j rMdrtYlRrttar. d tulM.6(rr nr t4r1Y14 Ofh10kle•{1 14MIhQlrlalo,6miYPerrao Would. mYatrM1/rIImMIq.OmMgeOwrLnl tl kl..rtu t4451 St Lude Blvd. r. w4lryttratr...n ndlna.a a hk.ratpbrertt7lrarl,aol...Mods.6raegt6 uyaz.lwaeortr.nl+ Fort Pierce, FL 34946 gpo01110AI6dtune(- AAnr1.lnMOl,rL tapeia..dall lotma.iagl.o.hinaWW."do man pailim;nimA.1lnlInun•Aural1.low 0,rt job I rus3 I ruse I ype y RYAN HOMES xRSSUCE VMS Valley 1 1 AOOSB366 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946. design@altruw.com Run. 7.620 a As30 2015 Pnnt: 7 640 a Oct 7 2015 MTek Industnes, Inc. Thu Jan 12 13:18:07 2017 Page 1 ID: TsOOvII Gko2hFpRYibzzzOpep-seEMyAt02b777FFkOscFOELOb97L6pG9X_PCPzw5sU 5- 0-0 5-" 2. 4 IS.1 II LOADING ( psQ SPACING- 2 0 0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( Ib/size) 1 = 164/4-11-6 (min.0-1-8) 3 = 164/4-11-6 (min.0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft: Cat. It: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-" 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 41 lb uplift at joint 1 and 75 lb uplift at joint 3. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard raa rrua.l/n+.r'iinortmtarystr amurtaorotaloeflntary uutaxamr.I.rya r..rn.iMr.ret.ukrP"Pr'rrMoil larttNer-MmId fthi sift—ovu rd,w atru. arynarknrrrWkrta b.nke f.p..fr.gy..rw.wanes..ur••rwrArrar•gnyaarnrreo rr.k.uwpa.r0oq.r1714.I64yemloft"ama000 Anamy T. Tomb* Ill. P E. rarr k.nr ertiarn oirro..,roan.rrr4r.rka kar..rmrru.rr ri.rara arnutrnr.rrrtsr karJrrka.erlua ay wwra,rrrrR..gr SM3 rruriaggrr•• o.tu.ua•rpm.a rrkr t rt urw.4 paigelat:rada.rr.er i tMarnrnq.asrrwrrpaRy.,enokgr}.Iaowu.a.,ru E44515L Wd. Blvd. O.. marrh r g9r1}•nrrRAla.ar+l4Muk*6 are0lrkMl,ryn.a lnnlrNlpar.l klu dq•0.VanaaredatM. Far wave. R 3a906 lmtgN011UAdtWlmser• arl.latl•m,rE reMbdiadtlniMwut.igl.a,nfdBal.AadMwon rertw•ka1•I led ltrun•Araall.la aO,Ft A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered. drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fox www.AItruss.com i\ USP STRUCTURAL CONNECTOW A Mftek• Company Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I.JOIST USP 16011 Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 200% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 4) - 10d (Header) F1821.39, 2) -10d (Joist) 11- 0510.01, RR 25779 1US24 670 765 82S 490 4)• 10d(Meoder) 2) • I Od 110&0 T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) -10d (Joist) 11- 0510.01, RR 25779 JUS26 85S 990 1070 116S 4)• IOd(Meoder) 2) • 10d (joist) T3 MSH422 1831, 2025 2025 2025 22) - 1Od (Face - Face Max Nailing) FL822.36, 6) • lOd (Face -Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) • lOd (Joist -Top Max Nailing) RR 2S836 4) .10d (Top - Top Max Nailing) 13116-R rMA422 224S 2245 224S 6) • 16d (Corried Member • Face Mount) 6) • 10d (Carried Member • Top Flonpe) 22). 16d (Face • Foce Mount) 21-16d (Foce • rop Ronpe) 4) .16d (Top • Top Flonpe) THA1422 183S 183S 1835 12) • 20d x I.O or 2. 10d x I-W (Carried Member) 20) .10d of (2) • 10d (Fact) 4) • 10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) -16d (Face) FL33285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 MIU26 2940 3340 3600 1555 11) • 10d x I -V2 (Carried Member) 20) • JOd x 1.1/2 (Corned Member- Max Wiring) 20) • 16d x 1.10 (Corrift Member) 20) • 16d x 1.1/2 (Corr)inp Member • Max MoiDn9) U S P STRUCTURAL blot CONNECTORS' A MITek• Company Allowable load (lbs) DF-1 / SP LSL LVL PSL SPF TJOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 1D0% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) -10d (Joist) O6- 0921.05, RR 25843 13116-R HHUS26.2 2785 315S 3405 ISSo 14) • 16d (Fore) 61.16d (JolJt1 NTU26-2 2940 3340 3600 2I7S 20) • 10d (Corned Member • Max Noilmg) 20) -16d (Carrying Member • Max No&g) T6 THD28 1781, 3865 3965 3965 2330 28) -16d (Face) FL13285.35, 16) -10d x 1-1/2 (Joist) O6- 0921.05, RR 25843 HTU28 38" 4340 4680 2140 261. J8d x 1.112 (Corned Member. May Wiling) 26). 16d (Corrying Member • Max Nodmg) T7 THD28-2 1781, 39SO 4540 4935 2595 28) -16d (Face) FL33285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R NHUS28.2 4210 4770 S140 2000 221.16d(Face) 8).16d (Jo/tt) NT1128-2 3820 4340 4680 348S 26) • 10d (Corned Member - Max NoOing) 26) -16d (Corrytng Member - Mox Nodmg) T8 THD46 1781, 2540 2920 3175 2285 18) .16d (Face) FL13285.35, 12) . 10d (Joist) O6- 0921.05, RR 25843 13116-R HHU546 27W 3160 3410 1550 61•I6d(Joist) CUSP STRUCTURAL CONNECTORS' A MITOW Company Haneers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) -16d (Face) FL13285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS41 4210 4770 S140 2000 22) - 16d (Face) 16d (Joist) T30 THDH26-2 1881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) -10d (joist) 06- 0921.05, RR 25779 13116-R NGUS26.2 435S 4675 230 21ss 20) • 16d (Foce) f1) • 16d (Joist) T11 THDH26.3 1881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) -10d (Joist) 06- 0921.05, RR 25779 HGEAS26.3 435S 467S S230 21 SS 20) • 16d (Foce) 6) • 16d (Jobs) T12 THDH28-2 1881, 6535 7515 8025 2665 36) -16d (Face) FL821.77, 10) -16d (Joist) RR 25779 13116-R NGUS28.2 7460 7460 7460 323S 36)•16d(Face) 12) • 16d (Joist) T13 THDH28.3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) -16d (Joist) 06- 0921.05, RR 25779 NGUS28.3 7460 7460 7460 3235 36) • 16d (face) 12). 16d (Join) I U S P STRUCTURAL CONNECTORS' A MiTek-Company- Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required fasteners Reference No Required Fasteners 4) - lad (Header) 4) - 10d (Header) T1 JUS24 LUS24 2) - lad (Joist) 1) - 10d (Joist) 4) - lad (Header) 4) - lad (Header) T2 JUS26 LUS26 4) - lad (Joist) 4) - lad (Joist) 22) - lad (face - face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - lad (face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3 MSH422 6) - lad (Joist - face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - lad (Joist - Top Max Nailing) 12) -16d (Face - Top Flange) 4) - lad (Top - Top Max Nailing) 4) - 16d (Top - Top Flange) 11) - lad x 1-112 (Carried Member) 18) - 16d (face) 12) - lad x 1-1/2 (Joist) 20) -10d x 1-112 (Carried Member - Max Noifing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (face) 14) - 16d (Foce) TS THD26-2 HHUS26-2 12) - lad (Joist) 6) -16d (Joist) 28) - 16d (face) 126) - lad x 1.112 (Carried Member - Mox Nailing) T6 THD28 HTU28 16) - lad x 1-1/2 (Joist) 26) -16d x 1-112 (Carrying Member- Max Nailing) 28) - 16d (face) 122) -16d (Face) T7 THD28-2 HHUS28-2 16) - lad (Joist) 18) -16d (Joist) 18) - Ad (face) 114) - 16d(Face) T8 THD46 HHUS46 12) - lad (Joist) 6) - 16d (lolst) 28) - 16d (face) 22) - 16d (Face) T9 THD48 HHUS48 16) - lad (Joist) 8) - 16d (Joist) 20) - 16d (face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 18) -16d (Joist) 36) - 16d (face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 112) -16d (Joist) 36) - 16d (face) 136) -16d (face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 112) -16d (JoIst) u s p STRUCTURAL CONNECTORS" A MITek'Company EI 61 v tar JUS24 JUS26 MSH422 THD26 THD26-2 THD28 r le;------- JA THD28-2 THD46 THDH26-2 11W i! ILI THDH26-3 THDH28-2 THDH28-3 JANUARY 8, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION LVL NAILING SCHEDULE ST-CRNRST & LVL NAILIN CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & 2) 16d Toe Nails @ BC (Typ) SERIAL ..:. 38 BC A2 1100 66 00 UO 4C 12 87 OF. FEBRUARY 14, 2012 1 Standard Gable End Detail uo/ IjUoIIUUof 0 00 a MiTek USA, Inc. SHEET 2 I MiTek USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" ox. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48.O.C. SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d Roof Sheathing \ COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH (5) - tOd COMMONS. 1'-3" Max. IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR IE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO TILING DIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN WITH TWO 16d NAILS IUSSES TO RESIST ALL OUT OF PLANE LOADS THAT Y RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ TWO 16d NAILS (MIN) Diag. Brace at 1 /3 points PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 . ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONGMEMBERONTHESTRUCTURALGABLEPERTHEFOLLOWINGVERTICALNAILINGSCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7.98, 02, 05), 150 MPH (ASCE 7.10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131- X 3•) NAILS SPACED 6. O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7.98, 02, 05), 150 MPH (ASCE 7.10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131` X 3•) NAILS SPACED 6. O.C. (2X 4 STUDS MINIMUM) N1,4VALID XIMUM STUD LENGTHS ARE LISTED ON PAGE I. L BRACING METHODS SHOWN ON PAGE 1 ARE AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD RTICAL STUDS OF THE STANDARD GABLE TRUSS THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS EN3F e I T . Plo 80083 SERIAL #• 38 BC A2 2100 00 00 004C 12 87 DF FEBRUARY 14, 2012 5 \ UO/ 'uolluor 0 00 a MiTek USA, Inc. STANDARD PIGGYBACK TRUSS CONNECTION DETAIL This detail is applicable for the following wind conditions: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24" o.c. or less. PIGGYBACK TRUSS Refer to actual truss -design drawing for additional piggyback'Iruss information. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24- O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ST-PIGGY-PLATE MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to the base truss with four (4)- 6d (1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" TEE -LOCK Multi -Use connection plate. Minimum of 2 plates) Attach each purlin to the top chord of the base truss. Purlins and connection by others) BASE TRUSS Refer to actual truss design drawing for additional base truss information. gyp.• G.N S' : NQ 80083 m l 'Y"l1fS: n.WN• - SERIAL -# i aB8CA22100 0000004C1287OF I FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 I H OO j \ uo/ IjuollUof 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" - 10d 2. WOOD SCREW = 4.5" WS45 USP OR EOUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. GABLE ENO, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR IRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE ENO, COMMON TRUSS no r-icnao Tot ICC WIND DESIGN PER ASCE 7-98, ASCE 7.02, ASCE 7.05 146 MPH WINO DESIGN PER ASCE 7.10 160 MPH MAX MEAN ROOF HEIGHT - 30 FEET ROOF PITCH - MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING ATTACH 2x4 CONTINUOUS NO.2-SYP EXPOSURE C WINO DURATION OF LOAD INCREASE : 1.60 TO THE ROOF W/ TWO USP WS4S (1/4" X 4.5") MAX TOPPCCHOCHORD TOTAL LOAD = 50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING , 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES s ..raM ••.. 1.5' Max ,0G £ Na .:Q diet Np 80083- -- t"' - III SERIAL •#: 38 BC A2 21. 00 00 00 00 AC 12 87 OF FEBRUARY 14, 2012 0 00 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF t0d NAILS 6" O.C. i. i TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 I MITek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS GABLE END, COMMON TRUSS OR GIRDER TRUSS n---F ---Ir 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EOUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 4W O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS no /410f\CO Toi 100 WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7.05 146 MPH WINO DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH - MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY 11 BUILDING TO THE ROOF W/ TWO USP WS3 (1/4" X 3-) EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES ti DETAIL A NO SHEATHING) N.T.S. o itttt111 a . tdo g0083 : _ • SERIAL' 388CA221000000004C1287DF: j NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEYHIGHWINDVELOCITY) j \ ou/ ' juollUor 0 00 a MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE: 1.6 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE.AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2%10" ON AFFECTED TOP CHORDS. NOTES: SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 MAXIMUM 12/12 PITCH) MiTek USA, Inc. Page 1 of 1 FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH I J \ NON -BEVELED BOTTOM CHORD Oa:rQM ii Z .•GENSF Q .. 40 80083 tm !i _o, wry SERIAL #: 3B BC A2 2100 00 00 00'4C 12 87 DF MAY 24, 2012 0O 00 0 00 0 00 a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss Vertical Stud 4) - 16d 2) - 1 Od Nails into 2x6 SECTION A -A ST-G E 190-S P MiTek USA, Inc. Page 1 1 I 2X6 SP OR SPF No. 2 , DIAGONAL BRACE 16d Nails Spaced 6" o.c. 2X6 SP OR SPF No. 2 Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails 2X4 SP OR SPF No 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. yl * ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d NAILS. B 8 3x4 4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing * * - L-Bracing Refer Refer to Section A -A to Section B-8 24" Max Roof SheathiNOTE. 1. MINIMUM GRADE OF N2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L" ERACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-O' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2X4. Ala BraceREFERTOSECTIONA -A) g• 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 Points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If neededS. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0" AND 0.131"X3.5" COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06.01-12 BY SPIB/ALSC. Minimum Stud Size Species and Grade Stud Spacing Without Brace 2x4 L-Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 / Stud 12"O.C. 3-8.10 5.6-11 6-6-11 11-1-13 2x4 SP No. 31 Stud 16" O.C. 3-3-10 4-9-12 6.6.11 9-10-15 2x4 SP-No.3/Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No.2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8.14 2x4 SP No. 2 16' O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No.2 24" O.C. 1 3-1.4 1 3-11-3 1 6-2-9 9-3-13 Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 6in D.C., with 3in minimum end distance. Brace must cover 90% of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT - 30 FEET EXPOSURE B or C ASCE 7-10 ISO MPH STUD DESIGN IS BASED ON COMPONENTS AND C DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. End Wall 2) - 1/ xx X 2) - 10d NAILS VirusE ps @ 24" o.c. 6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH 4) -16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) 1110100 r ••.••.. •. IOo E N • •. 40 80093 e , g LL jrOS,, i p•• Q' 38 BCA2210000do004C1287DF: 1 August 10, 2010 00o00 0 00 a MiTek USA, Inc. T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY I ST - T-BRACE 2 MiTek USA, Inc. 'Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / 1- On Two-Ply's Nail to Both Plies) WEB Nails Nails Web Nails Nails SPACING k k Section Detail Lam/ T-Brace Web I -Brace Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size t 1 2 2x3 or 2x4 2x4 T-Brace 1,2x4 I -Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. 90 2 No Boos # I . SERIAL.#: 3B BC A 2 2100.00 00 00 4C 12870f : 1s_..---..... ................. _ ... - - ---•— —_ .—...... 71 FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK 0O ® MiTek USA, Inc. Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. M'IkT USA Ine , — NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS 0.131'x 3'1 BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE USt Mt I AL MAMING ATTACH TO VERTICALANCHORTOATTACH WEB WITH (3) - 10d NAILSTOBOTTOMCHORD ( 0.131" x 3") ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS 0.131" x 3") ATTACH 2x4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS 0 131" x 3*) TRUSS 2x6 STRONGBACK 4-0-0 WALL BY O' TYPICAL SPLICE) INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK DO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS 0.131"x 3") ATTACH TO CHORD WITH TWO #12 x 3" wnnn crAFWS 1.216" DIAM.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS 0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING BY OTHERS) 4%nta180181 6008 I`. JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP O MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0O 'AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. El 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S 0 131 88.0 80.6 69.9 68.4 59.7 O 135 93.5 85.6 74.2 72.6 63.4 J in 162 108.8 99.6 86.4 84.5 73.8 6 c7 Z 128 742 67.9 58. 57.6 50.3 0 131 75.9 69.5 60.3 59.0 S I A N 148 81.4 745 64.6 63.2 52.5 of VALUES SHOWN ARE CAPACITY PER TOENAIL. APPLICABLE DURATION OF LOAD INCREASES MAYBE APPLIED. EXAMPLE: 3) - 16d NAILS (.162" diam, x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.I S: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30 *TO 60 • 45.00° ANGLE MAY VARY FROM 30 ° TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW 2x6 3 NAILS 4 NAILS3NA NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30 ° TO 60 ° 45.00° 45.00° N0 60083 ' i SERSAL` #F : Ilk.. - -- - March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT OO j \Uo/ I UQIIoUj 0 00 a MiTek USA, Inc. SIDE VIEW NEAR SIDE MiTek USA, Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NEAR SIDE TOP PLATE OF WALL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. SP DF HF SPF SPF-S 131 59 46 32 30 20 ZO 135 60 48 33 30 20 J J 162 72 58 39 37 25 w JJ Z OJ n C4 128 54 42 28 27 19 131 55 43 29 28 19 148 62 48 34 31 21 Z Cq Z O o 120 51 27 26 17 128 49 38 26 25 17 131 51 39 27 26 17 148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. END VIEW 1' FOR 3" NAIL r 1.1/16' FOR 3.25" NAIL L 1-3/16" FOR 3.5' NAIL I NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE I NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF ; NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING 1 OF THE WOOD. ! 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: 3) - 16d NAILS (A62" diam. x 3.5") WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3 (nails) X 37 (lb/nail) X 1.33 (DOL (or wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs (177 Ibs) Building Designer is responsible to specifiy a different connection. USE (3) TOE -NAILS ON 20 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL 4>tOt04 a;•••CEA b : bo . 4• fir d o aci nr Al )-i nn nn M AA'Ae-'V),Q7 nc' FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 2x2 NAILER ATTACHMENT Ii •r ST-2x2 NAILING GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 1.3 X 4 . V.- ----•. -v v 44, 80083 ; SERIAL #: 38 BC A2 2100 00 00 00 4C 12 '87 DF April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES ST-FLAT GIR BRACE 4) 12d MAX 3011 (21_611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 Wp 80003 * o109f10000: SER-IAL ;# 38 BCA221000000004C 12870E nuuerAyW„•,'UICY WA6(Nlltf}fll7ll Wnt6VCIMtE131{ Lill'; ulCRISY1t'1nr, leypYM.uIUA Y.ee,tGw.tw••..•lll]7 d Miry l.4W 111C IAeew GM4k..• Ofu.su..0 o.1Y4 C4 uy IIM.w•w/N,WYMwwL7uMetl 4. 4nl MfWP.•11 1h/'QMw1Yy110e/u,ohaYyw.,le.pA.w.wr yertArrmMaarF ee..,o Yhl aw..l.ml. lw eai,...q.Y Ww.....y An"ay T. Tamba III P.E. N.u1•nyw.b,q Y9ih.ule•%yrf0.14sAr'.wMeMgrlele4tl'IhuM-•MYAge f b.l wlVblMN1a4 Y11M IhwWI40f Y1wW.raeM.mM4yT .sOliw Yl eeq OAMroy.nYnl YOOA.I e..M'14ri••IfeA.YMINIMYM IAeIo. p•Yu ell,•1e.Aa•Me1WIlw WyMeufe!UIyp4/J1, Qlel y(Ie.,rC Nklwrnru,•111lu.4wyu•.Y„Ne1 WII0.kNhup•.kNOurtyYe el w. eehae .wu "51 it... WV d. ih A,•hrlll.41•l el .!..q ry AI•A..uiul M ye.M!a e.mM wW!oti.•..lna ry.., bpe r.l. Ww!+w.,n..nrid mi. Fart P1CIta. Fl. 34946 K. •1 CMllllkdlmui•4Null.ls•MOI, f.(. IepMwli••Jlin4linu i•yM•,i/NJiiu/.iti.lo.mm lmilliY6YlAd Hlltmnl•,Wi•nLt•nl•10, 1,1. OCTOBER 15, 2014. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES 00 000 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER O NAILS EACH SIDE OF BREAK • x INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP OF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 1 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x- SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4' O.C. AS SHOWN.(.131'dia. x 3') STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: 1A L=(2)X+C r/y% 3 l ypl IOd NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED-X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) 00 NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x- ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. SERIAL #: WkArAl11 AnAnAnMd.C19A?n;- March 4, 2013 SCAB APPLIED- OVERHANGS ST-REP13A y 00 ® 00 TRUSS CRITERIA: MiTek USA, Inc. Page 1 of 1 LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 0 0o SPACING: 24" O.C. TOP CHORD: 2x4 OR 2x6 PITCH: 4/12 - 12/12 MiTek USA, Inc. HEEL HEIGHT: STANDARD HEEL UP TO 12" ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2x_ SCAB MINIMUM NO.2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. - 2x NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT This detail to be used only with trusses (spans less than 40') spaced 24" o.c. maximum and having pitches between 4/12 and 12/12 and total top chord loads not exceeding 50 psf. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES e° 4•••''•''• 801 4- a*•, I .A_ •. - .••J SERIAL # i 30 01- A'f '21 nn nn M M Al` 19 07 nc,: REPAIR REQUESTS When sending in repair requests, please use engineering shots to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage arc required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, ctc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for *field built* trusses. 4. See example markup details below. MISSING PIECE: Ifthere are multiple breaks, resulting in missing s s J 2 S SPLIT/ CRACK: Denote enact location of damage, and provide length if cr4ater than 12" BREAK: Use aline to denote exact location of break MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate Is 39---- -4a r DEFLECTION I CROWN: Denote exact location of where the start and I" out of plane L stop of the issue. as well as dimensions of where the issue occurs. 0 V TM Q 4 RFRF - h7777''" S JL 4F 6 YYYYYY4 3i . 0930 30 4r- 4 CO 10010 3 5/8'C , 1 5 5/81130.10-1 4 . I 1W lI0111— 51- 001 _ 11011 ` 5 Gravrry (> 5.00Oa) / UPIIN (> Horizontal (> 350a) I.CWCII Wr•n C4r NnJ Or OVIWCn UNLESS NOTED OTHERWISE) _ NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. ' THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS ' FOR GRAVITY AND UPLIFT LOADS. FOR BRACING d ERECTION DETAILS REFER _ TO BCSI-03 ANO/OR ENGINEER OF RECORD _ i Q REPRESENTS THE LEFT SIDE OF e EACH TRUSS DRAWING A JU52! I{H: TNDAG ItQ1l--- J— I J —22 1 r• - - - cI THD25 I C;IMU526 ICS)l... THD28 I;i:... I11— - D 1 THO2&2 101 101... I "Gl 1 JUSe6 1 n I ... lam. - - INBS HANGER BY BUILDER 8 BEAM BY BUILDER _ II J • NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE ISTA1.2 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) a LOADING ROOF FLOOR WIND LOAD o, a LIVE LOAD 30 10 ASCE 7-10 O- r=.i oFAo LOAD 15 30 170 MPH I EXP C e F LIVE LOAD 10• 0 CATEGORY II m u DEAD LOAD 10 5 ENCLOSED - E TOTAL LOAD 55 SS FBC.201A - DURATION FACTOR 125 1.00 TPI.2007 = R DATE BY REMARKS ebAvvaovEo pondironshaveenreviewed 6 ere acceptablefor the APPROVED AS NOTED lebncsoon attrusses,elevations.pddres, overirargs, REVISE AND RESUBMIT fasdas,oedrng elevations/pildws. bearing REJECTED oonddions a all detail pertaining b This truss placement plan. No back charges will be acoepled DATE wilhaA previous written approval from an A-1 Roof Trusses representative. REVIEWED BY PLAN oATE1 ARCM: / /— I STIIUCT: -/-/— HOMES JOB NAME I SUMMERLANO C' GARAGE RIGHT OPHON(5) I EXTENOEO LANAI COMMNTY LOT a CITY f COUNTY VARIES E a SLOG SLOG TYPE a JOB e 1 1MASTER I XRSSUCE DATE 10/2" 17 I DRAWN SCALE A JT ROOF ' 90A- 1 TRUSSESAFLORIDACORPORATIONPh 772. 4WIDIO / Fax 772409.1015 L±a7 3- J ia7a_ 312 ' =' a: La2j Sc=E v75'S`. g== g'_; 01 71! enLjL i rsgg 9 jj.—: E - XaC ;ae i = e Cz Sa: rs3-'s C oaf sssa' sE•: r a'r cS 73 RF,CORD COPY IAVI City of Sanford Building and Fire Prevention Product Approval Specification Form vOING SANFORD Permit # # 1 7- 3 5 4 4 OFPAR``` Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. 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 Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll U Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffet Panels 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11 Underla ments InterWrap Inc. Rhino Roof Underla ment 151216 - R2 Roofinci Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-2B Off Ridge Vent 16568.2 - R1 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 Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 SPEC 0 Coristructioin Products 1. Product Name Grace Vyoor® Plus Self -Adhered Rushing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.grooeconst ruction.00m www.grooeathome.com 3. Product Description BASIC USE Grace VyooO Plus Self -Adhered Rushing is a self-seafing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. ti provides an excellent pofte seal around the outside and iruide of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wail systems. COMPOSITION & MATERIALS Grace Vyoor Plus Self -Adhered Rashing is a 25 mil (0,64 mm),' cold applied, self -adhering membrane oonulsting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (Ob6 mm) layer of rubberized asphalt adhesive. For ease of applicatiior, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black. Grace 'Vyoor Plus Self -Adhered Rushing is now available with RIPCORDTM, a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Riming is generally not required for most substrates provided they are dean and dry. However, oh concrete, masonry and DensGlass Grid® apply Perm -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for PemrA Barden WB Primer is 250 - 350 ft'/gal 6 - 8 rr"L). SAS Grace Vyoor Plus Self -Adhered Hashing is available in 78 (229 m) rolls in widths of 4°, 60, 9" and 12" (100, 150, 225 and 300 mm). The 4" 100 mm) width is packaged 18 rolls per car- ton the 6" (150 mm) is packaged 12 rolls per carton: and the 9" and 12" (225 and 300 mm) are packaged 6 roils per carton. UMITATIONS Grace Vycor Plus Self -Adhered Hashing must not be applied in areas where 0 will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vyoor Plus should not be used in hot desert areas in the southwestern United States. The followUt sealants are chemically com- patible with the adhesive side of Grace Vyoor Plus Self -Adhered Rashing if the specific formu- lation does not contain hydrocarbon solvents: sToone, acrylic, bufyl,l-part polyurethane and 2-part polyurethane. This flashing is inoompati- ble with Creosote, joint sealants containing polysulfide polymer or hydrocarbon ,solvents products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter I, 'Chemical Compatibility with Other Building Materials and Sealants! Grace Vycor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane Is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content Cold Uquid-Applied Bastomedc Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test ' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stdpping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (F-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Undedayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAVCHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physiool carn- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees Q, under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Rushing can- not be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before irdalling the flashing. Grace Vycor Plus Self -Adhered Roshing can be applied at air and surface temperature of 25 degrees F (-4 degrees Q and above. APPLICATION METHODS Surface Preparation Substrate must be smooth dean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing Installation. Clean loose dust or dot from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by wip- ing with a dean dry doth or brush. If the flash- ing does not adhere properly to the substrate, apply Perrnt-A-Barder WB Primer at a coverage rate of 250 - 350 ft'/gal (6 - 8 m'/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather oondi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini mum 1 hour. If primed areas are not covered that day, reprime area 0 there is significant dust or dirt Contamination. Rashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds wader. For ease of installation, Grace Vyoor Plus Self -Adhered Rashing has measure mark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. 111 OA7A" ma MAfNS o» t"pWeM had°tmb of Read etnAn Ne no tell part fr WA (and MdWM to the dtoM d* Reed Construction vof 4r 0"rMndlon SadnodiM hit* aN b ta"d vO Cat POMW n fie ma VOckm tt tetpaemla fa t"dfiod==M--M And nr"tndlm Data. Al f trio fhwved Data. SPECD 0 Use RIPCORD to split the release paper and adhere half of the membrane, If necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as event' as possible over the open} ing and avod[ing fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Hashing must be continuously supported by the sub- strate and must not span or bridg13 joints, gaps or voids in excess of 114' (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3' (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled property. The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets 04M are available from the manufacturer upon request. All users must acquaint themselves wffh this Information. Carefuly read detailed precaution statements on product labels and MSDS before use. 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vycor Plus Seff-Adhered Hashing is competitively priced. For specific inlf6rrnation, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERIlES OF GRACE VYCOR PLUS SELF-ADH9W R.ASHING Property & test Typioal value Color RkWiess, ASTM D3767, Method A Groy-Bladk 25 ml (0b4 mm) Low temperature flexlb rily, ASTM DIM Unaffected at -45-F (-43°C) 9ongation, Ufirrlate folure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cydes per ASTM C836 Unaffected at -25-F (32-C) Lap adhesion at minimum application temperature, ASTIVI D1876 Modfled 60 pit (875 N/m) width A&asion to corlaete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vyoor Plus Self -Adhered Hashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance ' Grace Vycor Plus Self -Adhered Rashing, when Installed In accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services K&tIme, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems Hrst Sourcel Additional product Information is available from the manufacturer. W.R.Grace &ao. Qret topes the hfomoHon here uA be hefoLt I Is tamed spon data ad bgMtedQe oord:Wed to be fire and ooar rate ad Is offered far the teem' caddvcft%hveapation and ver- Irtt oft but we do not warraro the rtbtlh to be obtahed Pieces seed d slate raft re=wwdotlore ad suggatiorn h o *r* tlon vAh or ooneliore dales Wide apply to of goods suppled by us. No statement. reoommertdation or wggeshon Is hhsrlded for arty safe u4ioh ward h*0 ary p oterd or oapyriaTt. W. R. Grope & Ca 40om 62 WtWnom Avatsue, Comtridge. MA 021& h omodo. Grope Gorodo Yo- 294 awents Road West N= 00orh Caoda Ls 306. BlMfow, RermAAardd ad %IV= are tWered trodwaU and P00RD Is a trodemak of W. R Grace & co. -own Deragass Gold Is a regWeted trodassork of Geagloftc o CopyrW 2004 W. R. Grace & Co,Qxn TP-M . Peded in the IISA 0/04 AFollln3M SPrf-WO ad AWa{. a as MWeNd Lodemmb d ReW MWO h-As tan pot SPMATA (WW mNomn to 00 0*0" 9* Reed ConstrsscdonVd4rcaetrudlmSpedlladbmMOWemahmadvahlh* pe o6ft%fie mandaduer h tatpmatla to raddoal=OAWV. OWANd CVOLClon ads N 0ydr Rwerad Data. Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET 102) which meets AAMA criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional flashing options located on pages 27-33. I' C 7 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dow sill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTIR does not require a sealant on top of window flange when using self -adhered flashing.) a Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturers recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCROET 100) the weather -resistive barrier has already been installed before the window and flashing. 11 13 A = L., i Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. 14 15 Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 14 i Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb fleshings. Install window as per manufacturers recommendation. If sealant is used, ensure a0 excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. is Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCROET 107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El Flashing ApplicationInstructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 16 t; i M y Step Six: Install pre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost comers, as necessary. Step Seven: I Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should he long enough to direct water over the nailing flange of the last course of siding see Detail VCROET 107). Trim excess fleshing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). Flashing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I' 19 Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per manufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET 201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 3S (VCRDff 200). For deck installation detail refer to page 37 (Detail VCRDET 300). For complete deck installation guidelines consult the deck section of this book. E li Flanged Window VCRDET--100 Head flashing tie-in instructions: g 1. Cut, fold up and temporarily secure Flashing Installation After Weather -Resistive Barrier weather -resistive barrier above header to allow for flashing installation MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCOR* PLUS — WFJMM. FVI"VE WMER 2. Install Grace Vycor Plus head flashing WEATHER FOLD UP WEATHER- under weather -resistive barrier RESISTIVE RESISTIVE BARRIER 8 BARRIER TEMPORARILY SECURE 3. Fold weather -resistive barrier back over head flashing and seal with tape rf ExrERIOR Notes: 1. For the most current details, installation SHEATHING video and product information, see our SILL PLATE web site at www.graceconstruction.com O ' SEE VCRDET-106 FOR OPTIONS) 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for p ease of installation 3. Remove weather -resistive barrier from top GRACE VYCOR®PLUS of window sill plate 4. Install Grace Vycor Plus in order r DO NOT FLASH OVER .! shown by numbers BOTTOM NAIUNG FLANGE 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET-1o1 Option 1- low Exposure Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR* PLUS -, GRACE VYCOR® PLUS DO NOT FLASH OVER — BOTTOM NAILING FLANGE EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at r www.graceconstruction.com 2. RIPCORD (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation D 3. Install Grace Vycor Plus in order as shown by numbers ter: 4. If applicable, leave release paper on lower GRACE half of sill flashing until future tie-in VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr 102 Option 2 - AAMA Recommendation Notes: EXTERIOR r SHEATHINGf 1. For the most current details, installation video NAILING FLANGE r and product information, see our web site at MECHANICALLY FASTEN AS i r f www.graceconstniction.com NECESSARY IN CORNERS THROUGH GRACE VYCORm PLUS 2. RIPCORD ®(Split Release on Demand) can be f removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown r ^ F by numbers 4. If applicable, leave release paper on lower GRACE VYCOROPLUS GRACE PLUS half of sill flashing until future tie-in VYCOR® 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDEr-1o3 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS --- \ . e NECESSARY IN CORNERS EXTERIOR FSHEATHING 1. For the most current details, installation THROU H GRACE / f ` : j video and product information, see our web VYCOR PLUS /` f site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be SEE VCRDEr-tos removed from Grace Vycor Plus for ease of FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE® I GRACE 4. If applicable, leave release paper on lower P CS R ( VYCOR®PLUS half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE DO Sol Half Round Window vcRoET 1o4 Option 1- Low to Moderate Exposure EXTERIOR SHEATHING REFERTO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY VATH NAILING FLANGE GRACE VYCOR® Half Round Window VJCRDET 105 Option 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECHNICAL — LETTER 01 ON CHEMICAL COMPATIBILITY VMH NAILING RANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE Notes: 1. For the most current details, installation video SILL PLATE SEE VCRDET-106 and product information, see our web site at FOR OPTIONS) www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. Mechanically fasten as necessary VYCOR® PLUS 5. If applicable, leave release paper on lowerCORNERPATCH SEE VCRDET-5U half of sill flashing until future tie-in FOR OPTIONS) 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate Options VCRDET 106 OPTION - A OPTION - B CORNER PATCH OR GRACE VYCOR® PLUS COMPATIBLE SEALANT WOODEN WOODEN SIDING FURRING STRIP SILL PLATE:?%'i'`;`.J''\ /— SILL PLATE NOTE #2 —J SEE NOTE #2 WALL SHEATHING WALL SHEATHING VINYL Tie-in with Vinyl Siding at Window Sill VCRDEr-1m Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORO* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCROET 100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RDO RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details KROET 100 to 105) HEATHER -RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner vcRoET-5oo WEATHER RESIS BARRIER (OPTIC GRACE WCOR® PLUS Wall -to -Wall Outside Corner VCRDET 501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com IEATHING 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE WCOR® PLUS 6. Detail also relevant for Grace Vycor V40 IET-504 FOR OPTIONS) R s Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on outside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET-502 RUBE ASPH RUBBERIZED ASPHALT ADHESIVE E RO PLUS PD RELEASE R PEFORE FOU SCORE RELEASE PAPER TO FJ OSEAOHESNEASSHONM) Wall -to -Wall Inside Corner VCRDET--503 VINYL SIDING WCOR' SIDING MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT WOOD SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to comer 7. Install Grace Vycor Plus and weather -resistive bar - der to form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 i Corner Detailing Patch Options VCRDEr-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A RELIEF CUT PATCH -A INSTALLED AT CORNER Option-B PATCH-B PATCH-BQ INSTALLED AT CORNER Option-C PATCH PATCH-C INSTALLED AT CORNER Foundation Sill Plate VCROET 505 Option I WEATHER -RESISTIVE n Notes: BARRIER (OPTIONAL), EXTERIORXTERIIR \ 1 FII I III STUD WALL GRACE f]I I III/I SILL SEAL VYCOR® PLUS—-I 1J GRACE VYCOR® PLUS a •A .d. FOUNDATION c WALL d a A. a a a A A — Foundation Sill Plate VCRDET 5os Option 2 WEATH BARRIE SIDING sHEATI 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be STUD WALL removed from Grace Vycor Plus for ease of installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACEVYCOR® numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION wALL sbarriertoformwater -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 AGeorgia-Pacific DensArmorPlus® Technical Service Hotline 1.800.225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensArmor Plus* Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 06329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools* (CHPSO) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for usi in new construction or renovation work They are designed for direct attachment wiff screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus• Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125E (52'CI. e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus* Fireguard CO panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652.5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. condnued — Stamps/Signatures AGeorgia-Pacific DensArmor Plus Technical Service Hotline 1.800.?25.6119 or Interior Panels W . g p gypS U M.CQWWM Sizes and Edges DensArmor Plus Thickness: 1/2" 112.7 mm): Width: 4' 0219 mm): Lengths: 8'-12' (2438 mm-3658 mm): Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus fireguard Thickness: 5/8' 05.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus fireguard C Thickness: 5/8' (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2" 02.7 mm) t 1/64" (0.4 mm) 1/2" (12.7 mm) t 1/64" (0.4 mm) 5/8' (15.9 mm) t 1/64" (0.4 mm) 5/8' (15.9 mm) t 1/64' (0.4 mm) Width, standard' 4' (1219 mm) t 3/32" (2.4 mm) 411219 mm) t 3/32" (2.4 mm) 4' (1219 mm) 13/32' (2.4 mm) 4' 0219 mm) t 3/32' (2.4 mm) Length, standard' 8' (2438 mm) to 12, (3658 mm) t 1/4" (6.4 mm) 8' (2438 mm) to 12' (3658 mm) t 1/4' (6.4 mm) 8' (2438 mm) to 12' (3658 min) t 1/4" (6.4 mm) 8' (2438 mm) to 12' (3658 mm) t 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/m=) 2.0 (9.8) 2.0 0.8) 2.5112.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • mr) 10(510) 101570) 10 (570) 10 (570) Linear expansion with moisture change, inn %RH (mm/mm %RH) 6.25 x 10' 6.25 x 10-6 6.25 x 10{ 6.25 x 104 Coefficient of thermal expansion, infin/°F (mm/mm/*C) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 1019 Flexural strength, parallel, Ibf.i' (N) 28013561 280(356) 100 (444) 2100 (444) Flexural strength, perpendicular, Ibf.a' (N) 2100(444) 100(444) 2140 (622) 2140 (622) R Value', ft'• °F• hr/BTU (0• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.a (N a80 (356) x80 (356) z90 (400) z90 (400) Hardness core, edges and ends, IN. (N) 215167) 215 (67) 215 (67) 215 (671 Water absorption (% of weight)" 5 5 5 5 Surface water absorptionx' 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection;' s2/8" (6.4 mm) s2/8" (6.4 mm) s1/8" 13 mm) 51/8" (3 mm) Bending radius' 6' (1829 mm) 6' (1829 min) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASTM C518 ' As defined and tested in accordance with ASTM E136 or CAN/ULC S 114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values per ASTM C1658 and ASTM Cl 177 Georgia- Pacific Gypsum U. S.A. Georgia-Pacific Gypsum LLC Georgia- Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-800-824-75M Midwest 1-MM76-4746 South Central: 1-800-231.6060 Southeast: 1400-327-2344 Northeast 14MO-947-4497 CANADA Canada Toll Free: 1-800-397.6823 Quebec Toll Free:1-800-36141M TECHNICAL INFORMATION U. S.A. and Canada:1-800-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum ULC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225=6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. mtm4 Gwgh ftkGvpnLLC. AM dym mwat 1n4. W-TM UL ImF=48. 14k Georgia-Pacific DensGlass® Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensGlass° Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions' DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM 03273 test method. OensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFSi cavity brick or stone veneer applications, cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels: and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found OensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of arty system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing: use furring strips or framing. OensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensOeck® Roof Board brochure. OensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our OensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) OensGlass• Fireguard' Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses:1/2"(12.7 mm): 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (7743 mm) or 10' (3048 mm) standard Edges: Square cononuee ---- Stamps/Signatures Georgia-Pacific De nsG lass® Technical Service Hotline 1.800.225.6119 or Sheathing , • www.gpgypsum.com Width, nominal 4' (1219 mm) ± 1/8' (3 mm) 4' (1219 mm) ± 1/8' (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 8' (2440 mm), 9' (2743 mm, 10' (3048 mm), ± 1/4' (6 mm) Weight nominal lbs./sq. ft. (Kg/m2) 1.9(9) 2.5(12) Edges Square Square Bending radius$ 6' (1829 mm) B' (2438 mm) strength$ lbs./ft. (dry) (N/m)Ultimate-not design value 540 (7878) 654 (9544) Racking Flexural strength'•' parallel Ibf. (N) 4' weak direction 2B0056) 2100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'.' 2/8' (6 mm) 1/8' (3 mm) Permeance' Perms (ng/Pa-s-W) 23 (1300) 17 (970) R ValueP ft2- F-hr/BTU (m2-K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change in/in %RH (mm/mm %RH)$ 6.25 x 104 6.25 x 104 Surface burning characteristics per ASTM E84 or CAN/ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, in/in/°F (mm/mmrC) 8.5 x 10' 15.3 x 104P 8.5 x 10' 15.3 x 104P Tested in accordance with ASTM C473 Double fasteners on ends as needed Tested in accordance with ASTM E96 (dry cup method) 4 Tested in accordance with ASTM E72 Tested in accordance with ASTM C518(heat flow meter) As defined and tested in accordance with ASTM E136 orCAN/ULC S114 Specified values per ASTM C1177 As stated by Gypsum Association GA-235 Tested in accordance with ASTM E228-5 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7503 Midwest 1-800-8764746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-80D-947-4497 CANADA Canada Toll Free:1-800-397-6823 Quebec Toll Free: 1-80D-361-0486 TECHNICAL INFORMATION USA and Canada.1-800-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum U.C. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our,website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. 4=4GeIIpu? CGffl=LLCM(VnMWft&1r14.GP•TMULmenISf1M Florida Building Code Online Page 1 of 1 1 Professional Regula -. - dORR NDlC!,ABQIlf -0-0aPR daFR olulalDws',ct;nA.n ba PA PUSER: Product Approval Public User wrpsn Produce Aooroval Menu > Product Or AoolioNon Search > Application L1St Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL FLg 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL xura.0 n fs Tvoe Manufacturer Validated By Status FL15000-112 Revision Therma-Tru Corporation Ryan 3. King, P.E. Approved History Category: Exterior Doors 813) 767ZSS Subcategory: Swinging Exterior Door Assemblies Approveo or uorn. npp.vveu .,. ..o.. ..,o., ..o .....— _..- •--••— - -•- -- - ContactUsUs :: 7601 Rlalr Stone Road. Tallahassee FL 32399 Phone: ASO-497-1824 The State of Florida Is an AA/EEO empbyer. frnmrioht 2007-2013 grate of Florida.:: Privacy Statement :: AMS5IWHty Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this emity. Instead, contact the office try phone or by traditional mall. It you have any questions, please contact eS0.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Departrnem with an email address it they have one. The !malls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick b . Product Approval Accepts: blew ® Credit Card Safe https:// www.floridabuilding.org/pr/pr_app_Ist.aspx 11 /30/2017 Florida Building Code Online Page 1 of 3 act Home Iag In User Registration ( Hot Topics Submit Surcharge Stats h fact Pubgotions FBC SLIM BOS Site Map Unim Search i Fbrida at + Product Approval 7 mr°aaaWq rrv t' o USER: Public User sry;tao ao product AoorOval Meng > Product or Aoo11eaHon Search > A0011CA1100 USt > Application Oetall FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved 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@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Fit 5000 R2 Col Certificate Of Independence, odf Referenced Standard and Year (of Standard) Standard Y= AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F7 t 5000 R2 Eouiv FL - 15000 Eouiv of Standards.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 1S000.1 a. "Fiber -Classic' or "Smooth -Star" 6-8 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes F: ISono R2 II INST IS000.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any A 150n0 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Parry: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes F:: S000 R2 II INST 15000.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL I S000 R2 AE EVAL 15000.2.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors and sldelites, which have been stained or painted within 6 months of Installation.) 15000.3 I c. "Fiber -Classic" or "Smooth -Star" 18' 0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FFl ISo00 R2 II INST 1S000.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any Fi I S000 R2 AE EVAL 1S000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fi :Soria R2 II INST 1S000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL 1 5000 R2 AE EVAL 1S000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Parry: Yes product particulars. (This product approval requires the use of "]" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) httoS: //www.fLoridabuitdine.orQ/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Fl 15000 R2 II INST 1S000.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and FI 15000 R2 AE EVAL 15000.S.odf Created by Independent Third Party: Yes product particulars. (This product approval requires the use of']" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. 'Fiber -Classic" or "Smooth -Star" I Door g " Non-Impact" Center ener HingedConfigurationhzed Fiberglass Double Limits of Use Installation Instructions Approved for use in HVH2: Yes Fi 1 sn00 R2 II INST I5000.6.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any Fi 15000 R2 AE EVAL I5000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "3" part number doors, which have been stained or painted within 6 months of installation.) batlr Ntltt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO-4117-1824 The state of Florida Is an ANEEO employer. r'^ovricht 2007-2013 State of Florida.:: Privacy Statement :: ACM-Slhtpty Statement Under Florlds 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 sendelectronicmalltothisentity. Instead, contact the ofllce by phone or by traditional mall. If you have any questions, please contact 8SO.487.1395. 'Pursuant toSection4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish tosupplyapersonaladdress, please provide the Oepartment with an email address which can be made available to the public To determine If you are a licensee underChapter455, F.S., please dldc bsL. Product Approval Accepts: Credit Card Safe httos://www.floridabuilding.orp/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 THERMAITRU0 THERMA TRU DOORS 1 le 1"DUDT ML On.. HDD[RTDN. ON 43S17 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON-Imwr GENERAL NOTES 1. This product has been evaWated and is In compliance with the Sth Edition (2014( Rondo Building Code (FBC) structural requirements Including the iRph velocity Hurricane Zone• (HVIR). 2 Product anchor shall be as fisted and spaced as shown on deld1s. Anchor embedment to boss moteriot :toll be beyond wall dressing or stucco. I When used In the IMIr this product Is required to be protected wilh on Impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the WIC requiting wind borne debris protection this product is required to be protected with an Impact resktont covering that complies wllh Section 1609.1.2 of the FBC. 5. For N stud frombng conshuctim anchoring of these units stop be the some as that shown for 2 t buck masonry construction. 6. Silo conditions that deviole from the details of this drawing req*e further engineering analysis by a licensed engineer or registered orchilecl. 7. This product does not meet the water infiialion requirements for the -1iMr. trawing units shall be ixlol ed only In n" 4obhoble areas of at hobiloble lowflon protected by on overhang or canopy such that the angle between the edge of canopy or overhang to s0 is less than 45 degrees. TABLE OF CONTEIM SHEETB DESCRIPTION I Typical elevations d general rotes 2 Door panel details Smooth star 3 Door panel details IFFM classic 4 SldeLte pond details IL glaring details 5 Vertical cross sections 6 HoAtontd cross sections 7 Horizontal cross section 8 Buck Anchoft 9 Romeancaft 10 From onchoft I I Astrogd details 12 BD of material; a Components I F- IaS3a MAIL OvouLI. FRAME 1VDiH J 5 F ®® ®® IN -ACTIVE ACTIVE 2 L SEE DETAIL -A- 1 2 SHEET 8 S S DOUBLE W/SIDEr 1fS INSWING UNR oxxo 37X MAIL OVlT1ALL FRAME WIDTH D D SINGLE INSWING UNIT x SEE DETAIL *A* SHEET 8 DOUBLE INSWING UNIT xx 683D" MAX 1 OVERAU WIDTH I D D D SEE DETAIL *A* SHEET 6 SINGLE W/SIDELITES INSWING UNR 0x0 WIM SjGFT;,pRESSURE'R flf O'_,,,. ERE;WATERIN,_, NLTRAflo-NTs-.•. c,: POUURf"6 ar+ aE BTr67.0 67.0 E 47.0 47.0 60.0 60.0OUBLE47.0 47.0 60.0 60.0ELITES tc if FL-15000.4 m —L a ly? 36W MAX. DOOR . PANE. WIDTH 2 z ia S 23 g1a C v N V1 Irn L DOOR PANEL Smooth Stor EXTERIOR 77. a . INTERIOR 1 HORIZONTAL CROSS SECTION 2 DOOR PANEL 4.O37' 0.336' 1445. r-- 55 LATCH S11LE 54 TOP RAIL SMOOTH STAR) (SMOOTH STAR) T ED L ' `. ' ' I J_ 1 G aD u gs ogi V E CZ 56 HINGE STILE BOTTOM RAIL 2 VERTICAL CROSS SECTION ° N.T.S. SMOOTH STAR) (SMOOTH STAR) 2 DOOR PANEL use. CAL er. LFS muwcic wa: FL-15000.4 San 3 -a hL 3 EXTERIOR 5 4 P-1 z z 0 zV z cw c; oixINTERIOR 36.0(r MAX. 1 HORIZONTAL CROSS SECTION j FDOOR DOOR PANEL PANEL WIDTH ff) 4.0= r,"A - ck: 93193 Olt EXTERIOR INTERIOR w6miesof rl C, 1 41: a ` r s ul 0 td LATCH STILE r2) TOP _RAIL 0 G f (nBER CLASSIC) (nBER CLASSIC) z 1AS' DOOR PANEL Fiber Clossic a5Eru 6.01 IS r` HINGE STILE BOTTOM RAIL I'2"\ VERTICAL CROSS SECTION air, 02124112 V-r(nBER CLASSIC) (nBER 3 DOOR PANEL wAm N.T.S. MCM 91- JK CML or. LFS OWING MW FL- 15000.4 Saar _3 OF SIDELITE PANEL Smooth Star 1fTGLASS 1/2" MIN. 40 " 1/TGUSS BBE GLASS THK. ID g TEMPERED40 G1t/8'EXIFfGLASSL. 25" STEEL INTERCEPT iffm lZB SPACER 40 41 SEE NOTE 1 5" INSULATED GLASS W/ SMC LITE FRAME GLA7ING DETAIL 119375' MAX. PANEL WIDTH 7. 125 MAX. AIR SPACE 1/ 8" 25" STEEL TEMPERED INTERIOB INTERCEPT GLASS SPACER 40 29 SEE NOTE 1 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL DA. O. WIDTH 1 SEE NOTE 1 1' N HORIZONTAL CROSS SECTION 4 SIDELITE PANEL 1 21ST 2-%r d O 4 r 1.dB" -"-I r-1.d7C a PLASTIC UP LfTE FRAME PLASTIC UP LITE FRAME 33 34 EXIRUOED PVC EXTRUDED SMC 1/ 2" MIN. GLASS THK. 1/ 8" TEMPERED GLASS AIR SPACE 1/ 8" TEMPERED GLASS Y L-- j 107T r-- { 1. 07T 2 VE ELITE CROSS SECTION I 4 SIDELITE PANEL I L I 1.. Spacing for item 129 & 141 (life from& screws) 2 1S31"+i 1 F— S31"1 w as follows: From the bottom up on sides; e 2 with (7) more spaced of 9.875" o.c. there ore (2) 4 screws both top and bottom of 2.125" in from each 42 SIDEUTE TOP do BOTTOM RAIL 36 SIDELITE BLANK SIDE STILE comer. FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG-0.43 L n: JK L er. LFS WAW rc: FL- 15000.4 a 4 OF TE 2 SEE NOTE 2 1 VERTICAL CROSS SECTION 5 LSERNOTE 1 EXTERIOR —AV_— INTERIOg 2 _ VERTICAL CROSS SECTION 5 SEE NOTE 1 J G U 30 y oIDU EBt4B G 7 SEE o OTE 2 t 3 VERTICAL CROSS SECTION 5 Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) NQIFu• 1. The sidelite is direct set into the jamb with (12) item A.- 143 018 x 2* pfh. wood screw. There ore (4) of each vertical jamb, from the top down of 13.5", m 02 24 12 : 31", 48.5" & 66". There are (2) of the header of scar: N.T.S. 4" from the outside comers of the frome. there are am er. JK m2) 113 0 IS x 2-1/2" pfh. wood screw of the sill, 4" from the outside comers. o°c er: LFS 3 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL DRWM No.: FL-15000.4 n SEE DESIGN PRESSURE CHART) sHrrr _L or 3 G rrw"'. 38 do CSINKkopl%%% EXfER10SEE NOTE 1 ^ . 1, The sidelite is direct set into the Tomb rrrrvvZ' - 43 with (12) item 143 a IS x 2' pfh. wood screw. There are (4) at each vertical 47 jamb, from the top down of 13.5% 31'. ACTIVE Ea i 1 '.- 48. 5' do 66. There are (2) of the header ` 9g 9 c u of4' from the outside comers of the f Q e frame. there ore (2) 113 a IS x 2-1/2' f.• '• •;?•;i!• \ ` i pfh. wood screw at the sill, 4' from the i .4..i V 1::• ; i•;%'.•'`• ; outside corners. ` gW INTERIOR o 36 •' eY 46 g _ 45 41 29 44 DETAIL *A 35 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL > u 17 I. hrMIN SEE DESIGN PRESSURE CHART) EMB. ) TTP.) o INTERIO 3 HORIZONTAL CROSS SECTION g N u u 22 5 0.16' MIN. 35 CSINK 24 EXTERIOR 43 8 7 SEE NOTE 1 34 27 8 7 4333 C INACTIVE ACTIVE 10 G1 H l O O 36013 INTERI 4 44 i o 9 10 37 45 oks 02124112 = l sine N.T.S. mm or. JK o' 18 CNLm: LFSHORIZONTAL CROSSSECTION2HORIZONTALCROSSSECTIONM N0.L- 15000.4 0 6 I-I/4'MIN. O i EMB. (TYP.) 11 B. P. a 1 1 5'• 13 17 ISMW. C-SINK ISMPI. 17 13 C-SINK i%' gq: n n 1 s rrl A22PqAS EXIEBIOR 111 p Z 6 7 7 8 ti f; s Moy 8 U9010uSCoaEXTERIORemua C r '•it to O e JNIEBIQB e e: W 13 21 10 9 12 16 u t6 38 18 Z \ HORIZONTAL CROSS SECTION 38 m QB 7 N OIa a 35 1 S MIN. 21 51HORIZONTALCROSSSECTIONC4INK 7 43 EXTERIO NOTE 1B 7LA43 4rSEIE 1. The sldelite Is direct set into the jamb with (12) 36 o a item 143 o 18 x 2' pfh. wood screw. There ore (4) 44 m o at each vertical jamb, from the top down of 13.5', VY 13 0 31'. 48.5' & 66'. There are (2) at the header at 45 oz u 4' from the outside comers of the frame. there are ZID 02124112 i 2) J13 a /8 x 2-1/2' pfh. wood screw at the 18 SCALL N.T.S. sit). 4' from the outside comers. INTERIOR owe. W. A m' 3 HORIZONTAL CROSS SECTION CML Wt. LFS 3 auwas w*-' n7 FL-15000.4 c SHEET — 7 M , n O II 0 II II 38 0 II MASONRY II 0 II MASONRY, OPENING II TMP. HEAD 0N II OPENING JAMBS 0 ASTRAGAL IIII II SHOWN FOR II REFERENCE 2X BUCK 0 II 2X BUCK -/ II II 0 II MULLION 0 MULLION A 1 1IISHOWNFOR0SHOWNFOR11 II REFERENCE 0 REFERENCE II II 0 II N dCi II 0 II N II 0 II II 0 II II II B II 0 II DOUBLE DOOR W/SIDEUTES BUCK ANCHORING I MASONRY OPENING 2X CONCRETEANCHOR NOTES: 1. 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 mortar jolft additional concrete anchors may be required to ensure the MAX. ON CENTER- dimension ore not exceeded. 3. Concrete anchor table: ANCHOR;. ANCHOk MIN,-: MIN. CLEARANCE MIN. CLEARANCE TYPE:' • SIZE '.:': EMAt;nMr N1..: iO MASON& .; EDGE' TO A'OJA6ENT .'., nw 0 TAPCON 1/r 1.1/4" r 4' ELCO 4 1/4" 1-1/4" 1' 4' ULTRACON II II II II 38 II II TYP HEAD II II & JAMBS II II II I II II MULLION II II SHOWN FOR II II REFERENCE II II II II I II MULLION AIIII SHOWN FOR II II REFERENCE II II II II II II II SINGLE DOOR W/SIDELITES BUCK ANCHORING 4— r—ife"_X_ 38 Q TYP. HEAD rrn*i ss i dm JAMBS U `ASTRAGAL u „ S U SHOWN FOR m pREFERENCEHIS9d0 U VE mdn Z 0 U C6 m II gi Wm7DOUBLE RUCK DOOR ANCHORING 2I m c MAST OPE 2X SINGLE DOOR BUCK ANCHORING n cdo ANIF n W c i Z u e 02 24 12 = LE: N.T.S. m: JK m' er LFS a n FL- 15000.4 r 0xr 8 or 12 0 MASONRY OPENING WIN FRAME H 2X BUCK SEE DETAIL 3- VIEW W-'B' r +{T r yT( TLI• 1 LTI SEE DETAIL '2' 4J TYP. HEAD k JAMBS O BUCK TYP. SEE DETAIL 1' \ TYP. SILL DOUBLE DOOR WISIDELI CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfor joints. 2 Concrete anchor locations noted as MAX. ON CENTER'mustbe adjusted to maintain the min. edge distance to morfor joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR:: A..CHOk MIN: CLEARANCE; MIN. CLEARANCE E TO'AAASC)NRY. •. Tn'ADJAGEM:. iMBEnMENY:::`:r:.; EDGE" ANC R:;:<. ITW a 1/4' 1-1/4' 2' 4' TAPCON ITW o TAPCON 31V 1.1/4' Y 1-1/2' WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8' edge distance, I' end distance. a I- o.c. spacing of wood screws to prevent the splitting of wood. THESE (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF r' MASONRY OPENING FRAME 2X BUCK SEE DETAIL 4' 1 - III A' T. I I I b W/2x BUCK INSTALLATION 39 W/IX BUCKINSTALLATION - C TYP. HEAD & JAMBS O BUCK SEE DETAIL S 43 - TYP. SILL 14 xis• N e* C=zrn I aJ g o u oi{ 3 n trg §mCW a made 0 E oZ VIEW-C--'C-C- L-.A- VIEW A-_ A• SINGLE DOOR W/SIDELITES 13 49 30 30 W/2X BUCK 13 0 31 31INSTALLATION 13 yT/1X BUCK 48 37 INSTALLATION DETAIL '2' 0 6DETAILDETAIL '3' 10 ASTRAGAL do SURFACE BOLT STRIKE PLATES O HEAD 10 DETAIL '5' 13 31 31 0 13 30 f 30 DETAIL '1' DETAIL '4' SURFACE BOLT STRIKE PLATE O THRESHOLD JK n LFS FL-15, 0.4 IT _ OF _a N I MAIL '3' MASONRY OPENING FRAME FFSE W/2X BUCK DETAIL 2* INSTALLATION W/IX SUCK INSTALLATION 7W. HEAD & tq JAMBS 0 2X BUCK SEE 14 Typ. SILL N DETAIL 'I SEE DETAIL W DOUBLE DOOR CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar jolnh. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortor)olnfs, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: AMtHdk.-- ANCHOR- ClURANck: M!", MIN,-g ` AR NCE.. IMAEOMENT TO MASONRY EDGE":'::.: 10 ADJACENT"".. ANCHOR, ITW TAPCON 1/4- 1.1/C dr ITW TAPCOWO 3/1V 1.1/4- 1-1/2' WOOD SCREW INSTALLATION 1,10115: 1. Maintain a minimum 5/8"edge distance. I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. to T W/2X SUCK INSTALLATION WIX BUCK MASONRY INSTALLATION OPENING TYP. HEAD JAMBS FRAME I - 2X BUCK-\ I Ek SEE N 0 DETAIL i Ci '5' SILL14TyP. SINGLE DOOR 50 WIIX SUCK 13 INSTALLATION 12 W12X BUCK INSTALLATION 13 10 to DETAIL *3g3 10 DETAIL *5 WIIX BUCK 504INSTALLATION W12X BUCK 13 INSTALLATION 1 3 ti A I v P1 lite III, L 6Iz cI 49 30 3 W/2X BUCK 13 0 31 31INSTALLATION W/1X BUCK INSTALLATION i DETAIL *2" ASTRAGAL & SURFACE BOLT STRIKE PLATES 0 HEAD 31 31 0 IL 1-16 av 0212411230z30SMEN.T.S. 1 M wt. JK DETAIL -j- CWL ay. LFS SURFACE BOLT STRIKE PLATE ouww M. 0 THRESHOLD FL- 15000.4 SHM0 OF _L_ -a 4 A`` ii %• • of n it p,,``````` o d'm95.25 b Zo u ' .: o 18.BB 1&36• 20.Gi I S 143 C eR U E u d Dr 14 F 2Od49 p 1a 27 27 TYP. 27 a Z TYP. TYP.$ c 4S 4.S c 3.29 3.2s Q 5 o.7s so.7 ow --I s pNc SEE NOTE 1 h Q 4 y LWG 2 0 am 02 24 12 z 24 ASTRAGAL DETAIL sour N.T.S. d owa er JK m' NOTE 1. THE ASTRAGAL BOLT HAS A 3* THROW AT THE TOP cm By: LPS 3 oiuurue w: a nANDTHEBOTTOM. FL-15000.4 n sm 11 of Z2- O Rem DESl7DP110N Yolerid FAR CLASSIC (FC) PANEL SKIN 0.11• Alk TIK RBERCIASS BY IHEW-1RU elA yield atrmgth f}'0mim)*6.000 psi f18ERGLASS IA SYOOIH STAR SS SASH t PANEL SIRW 0.0) YDI. Iw. FIBERGLASSByIHERIA-HRI mb to F mit 6.000 poi . FIBERGLASS R TOP RUL GO COMPOSITE 3 FC [AIM STILE Wow Cowwff FC Wa SIXE POADEROSA FVFG SC-0.43 now s 1 iC BOTTOM PALL wow IplmosnE 6 POLYURERLINE fOW 1.9Ro. DENYM ILNM 7 SHM REACH COYPRESSIDN WEATHERSTRIP Taw 6 LONG RGCLI COMWRESSIOH WEAO1iR5Iw raw 9 I / NOKE .097 THC STEEL 10 10 13 , LG PFH WOOD SCREW STEEL I I NMOIM - 3,0W PSI TIN. CONCRETE CDHF=01IC TO AC 301 OR HOLLOW BLOCK COHORIDRG 10 ASTM COO CONCRETE 102 LG. FFHWOODSTREWSTEEL a 12 1 Lc PTH W000 SCREW Simt412-1 , OW P N CONCRETE SCREW STEEL9mnrBOT10MBOOT.090 D(TRt m NML 14FIL2XrDUCKSC >- 0.55 WOODYAK1 , S10I4 UAIERIAL WOOD YWOW PASSYE LOCK - 9CRUTURE SUMSELFAl1RIS11NGINSW1NcSADDLETHRESHOLDAL 20 HEADER FONOFFBLSA SO-0.4J W00D 21 STROR JAMB Sc-0.4J Am 22 HME JWMB MMMOSA PIKE, Sc--0.4J MOOD 23 KNW DEAOBOLT - 9cHARW SERFS 780 24 MI WARE ASM" ALUNHUM 244 ASHUGII FLUSH BOLT STEEL 24B ASTRAGA RUSH BOLT RETAQU ALWOMM 26 Ix BUCK SG >- 0.55 WDOCI 27 110 I 1-1 LC. PAFHFAD SHEET METAL SCREW STEEL 28 IHS1Y01C DOOR BOTTOM SWLIP 10ItL 29 6-10 I 1-34 PFOIllPS FILAR" SCREW REM 33 Sim 30 SURFACE BOLT STROKE PLATE Sim 31 IO 12-1 • MILLIPS FLA"" WOOD SwW STEEL 12 1 1KK CALUTAR GIAZWG TAPE SnK-0 i 33 PLASTIC LIP LIFE FRAME Prt PLC 34 HASRC LIP UIE FRAME SIC SIC 35 BUNK JAMB P011aEROS1 M SC-0.4 WOOD 36 SLUM SIDE STILEPDIE. L43 WOOD 37 110 I 1-3 4• LC. PFH WOOD SCREW Sim 1 4 12-3 4 PIN ELCD OR OW CONCRETE SCREW STEEL 1 4 I J-J 4 RW PF11 IDIKAETE SCREW STEEL Sil10DNE GVAI(DOW 795 SCONE 10 I 1 I RASCREW FOR I1E&I J, Sim r4290EIFFETOPt9DTTOMRALSG-o.4J WOOD 8 12 1& PFH WOOD SCREW Sim 3 CUAM ROUND FWGER JOFMED PINE I L I .ao• DN BRAD TRIM MR STEEL 46 IYES SURFACE BOLT 1434 .25 SIM SLED. 47 t 4-20 SE71 BOti N 14-20 FEMME END Sim 4 J t6 I J-1 , OW PIN C3%VMR SCREW STm 49 ASTRAGAL STIm PLATE Sim 50 1 4 I J-t 4• OW PfH CONCRETE SCREW Sim 54 SS TOP RAIL WOOD COLIP091E 55 SS LATCH STU WOOD Cp1 091E 56 SS Wa STOP PONDOM FK SG-0.43 WOOD S) I SS BO110M RAIL WOOD COMP091E 1 0 0 0 0 8 SURFACE BOLT (IVES..25• STEEL) 4" —{ L- 20 21 WOOD FRAME 22 35 FINGER JOINTED PONDEROSA PINE, SG-0.43 r 2 moo. lFlllltllt o u 0 o I O O o S U oZ6.E. N0 • t d i mu E v h- ws Z oJLL allacarc BOLT STRIKE PLATE (.125• STEEL) 30Cc G c 1. 970' g 5o u 28 INSWING DOOR BOTTOM SWEEP VINYL . 080• MAX. WALL. 035* MIN. WALL Tr, n I o 2141' --{ a Ib1' 1' L Z tw[: 02 24 12 scut: N.T.S. mm JK 15 INSWING SIDELITE pot' Wr: LFS BOTTOMBOOTOPAMM NO- FL- 150W.4 0. 09' EXTRUDED VINYL WALL sun 3 OF 3 Florida Building Code Online Page 1 of 1 Professional Regulation.. •rt - - o6twNoR[ aouF.neca /a olclslous•,cornacr.oePA F olida r j, Product Approval 4 USER: Public User G 4i1 Product Aooroval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL acaar car n Type Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Contact Lis :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, a The Stott of Florida Is an AA/EEO employer. C^^yrloht 2007-2013 State of Florida.:: Privacy Statement ::.Mtslbllav Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request do not send electronic mall to this entity. Instead, contact the only by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant toSection45S.275(1), Florida Statutes, effective October 1, 2012, licensees IIcensed under Chapter 45S, F.S. must provide the Department with an email address If theave one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. u you do Act 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 y h Chapter 455, F.S., please dick haL. Product Approval Accepts: Credit Card Safe k 4-4--l- / /%.n.n.r flnririnKI lilrlinn nro/nr/nr ann Ice acnx 11 /29/2017 Florida Building Code Online Page 1 of 2 uE • rA SCIS Home log In i User ReglstratlOA i Hot Tpplcs ; Submit Surcharge j Stats ti Faas Publications j FSC Staff CIS site Map i Unks Search ! Rolida al Product Approval t to USER: Public User Qr10SrXIi{f M Product Aooroval Menu > Product or Aoolicatlon Search > Application Ust > Application Detall IF0211MIS FL # FL14634-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Ply Gem Windows Address/Phone/Emall 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence F 14634 R2 COI COI PLY GEM SS 2015-02-19.odf Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D r httnc,-//www.flnri(iabuilding.org/Dr/Dr aDD dtl.aSDX?Daram=wGEVXQwtDgsw... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW063 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FL14634 R2 AE PER30S4 SS 2015-01-02.odf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FI 14634 R2 II PGW063 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 2015-01-02.odf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGWO64 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See Installation detail for available FL14634 R2 AE PER3055 SS 2015-01-02 odf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW065 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634 R2 AE PER3056 SS 2015-01-02.odf and configurations. Created by Independent Third Party: Yes Bade M Contact tfz :: 2601 Blair Stone Road, Tallabaz__ PL 32399 Phon : ReAS04117.1R24 The State of Florida Is an AA/EEO employer. conyrioht 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonds law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact E50.487.1395. `Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address U they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick bM. Product Approval Accepts. Credit Card Safe htfnC- / AAnMA/ flnririahiHIrlino nro/nr/nr ann rltl.a nx?naram=wGEVXOwtDasw... 11 /29/2017 INSTALLATION NOTES, 1. TWO (2) INSTALLA710M ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF IJ/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE /J2 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2112 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERAAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 10. 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 BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OFQSS. 9. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. G MASONRY • STRENGTH CONFORMANCE 70 ASTM C•90. MINIMUM COMPRESSIVE STRENGTH OF JSW PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/NWWDA JOJ/LS.2. 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY N07 REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIALALUMINUM 6063.76 7. GLASS MEETS THE REQUIREMENTS OF ASTM E13M GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. B. DESIGNATIONS Jr AND'0* STAND FOR THE FOLLOWING: X.- OPEAABLE PANEL 0. FIXED PANEL TABLE OF CONTENTS REVISION SHEET DESCPIPTION A INSTALLATION 6 GENERAL NOTES rELEVATIONAANCHORLAYOUTVERTICAL SECTIONS HORIZONTAL SECTIONS A GLAZING DETAIL Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02:52-05'00' DESIGN PRESSURE RATING SIZE SELL OPTION DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" W/oILL 25/-50 PSF NOT RATED ER 96" X 96" W/ SILL 50/- 50 PSF NOT RATED RISER 0A PLY.QE WINDOWS 433 N MAIN ST-PO FOX 9". ROCKY AWMT. VA 24151 N 940,464-6346 PK: 540-4844"1 o m V, Iwo WClW KLoi o s V) Z ggqO LU Cl W S C Wu W06: 1 of 4 VA PLQIG wu luowsmm 21 .STD PO boot SSf. ROCKY MOUNT. VA 24151 M 540.454.4545 FX 540.464Mp k6 m UNIT MAX. WIDTH 96.00' o t m D.L.O. MAX PANEL MAX v d m WIDTH 41.66' WIDTH 45.5* V) C j aa B C 6.00' MAX. FROM CORNERS TYP. OC < w -0 W t m a f° m INSTALLATION ANCHOR 6.00' MAX. FROM CORNERS TYP. m U PANEL Z M F MAX. 0HE44HEI6HT Z 96 95.00' 20.75' MAX. N O O.C. TYP. H w w j A ELEVATION ANCHOR LAYOUT F m m Z 1WuJ 1^ Z uZ DW6 #: P&W063 SHEET: 2 OF 4 NIT D.L.O. AX. MA%.X. X. I6HT HEI6HT 4 4 00' 91.16' 1/4' ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY & IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS IX WOOD DUCK By OTHERS O.A. DOOR HEIGHT SEE GLAZING DETAILI I EXTERIOR B--\ VERTICAL SECTION Q HEAD - CONCRETE/MASONRY Oort EXTERIOR A - HEIGHT SEE GLAZING DETAIL I 2 1/2* MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 2 1/2' MIN. EMBEDMENT 1/4' MAX C SHIM SPACE INTERIOR INTERIOR 12 WOOD SCREW INSTALLATION ANCHOR Bd ROOFING NAIL. INSTALLATION ANCHOR OPTIONAL) ..... . CAULK BETWEEN . . . . . . FIN & 2X WOOD STUD .7. BY OTHERS CAULK BEHIND FLASHING d OVER NAILS BY OTHERS EXTERIOR F11415H BY OTHERS PERIMETER CAULK O.A. DOOR BY OTHERS HEIGHT EXTERIOR SEE GLAZING DETAIL PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE/MASONRY 2 1/2* MIN. BY OTHERS •EMBEDMENT 1/4* ELCO TAPCON INSTALLATION ANCHOR 2 1/2- MIN. EDGE DISTANCE aVERTICAL SECTION 3 SILL - CONCRETE/MASONRY om PLy-WGEMINDOWS 433mmDJsT.. pO1Ox5". ROCKY MOUNT. VA 24151 PK 040484- 6146 F)b 340-4644693 EDGE 3/4" MIN. 0 DISTANCE w s Lu n 2X WOOD FRAME BY OTHERS BY 10 pt10 Lu i 11/2' MIR c EMBEDMENT 1/ 4' MAX. SHIM SPACE 10 z O 0 INTERIOR LU rC--\ VERTICAL SECTION 3j HEAD - 2X WOOD FRAME K 89. 0 .... S, zV, IV) Z in06DWG #: P& W063 SHEET' 3 OF 4 11/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DI5TANCE 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN A 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING A OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 R I HORIZONTAL SECTION 4 JAMB -2X WOOD FRAME HORIZONTAL SECTION INTERLOCK 1/4• MAX. SHIM SPACE Mr 11 21/2' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE A/ PLy.GEMWINDOWS 433 K MAW ST.. PO BOX 55t, WXKV M&.9". VA Z4I51 Nt $40-484.6318 F)D 540-404-6,683 01kb m n R it g v1 nQ 11r- rJ n xx CONCRETE/MASONRY w Eft BY OTHERS i T, •. •' 1/4' ELCO TAPCON W m W m 40 INSTALLATION ANCHORLuw p p m rj or d m W c C CAULK BETWEEN 1X WOOD BUCK 6 m 4nQmCONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL I O.A. DOOR I WIDTH HORIZONTAL SECTION 4 JAMB - MASONRY/CONCRETE 5/8' O.A. INSULATED GLASS EXTERIOR INTERIOR I .75' GLASS I BITE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 REQUIREMENT GLASS CHARTS. WG #: OF 4 Florida Building Code Online Page 1 of 1 9 i'r jYll. Professional -Regulation I on" Rue+ AmuinarR on PADi_INIDMS' eDzue7pewt Florida 00%6 (*Product Product Approval 1t ra USER: Public User rf product Aooroval Menu > Product or Aeollotbn Search > Application Ust Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FLg 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL RA Y• Type Manufacturer Validated By Statu FL9174-R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Kurt Dietrich PE 704) 564-6867 Approved History APPreveo eY uorn. Contact Us :: 7601 Blair Stone Read. Tallahassee FL 323" Phone: 8SQ187-1824 The State of Florida IS an AA/EE0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: !^—Hblllty Statemem :: Refund Statement Under Florida law, ema8 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 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an ema8 address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an ema8 address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dldc OLD. Product Approval Accepts - PM im Credit Card Safe httDS://www.ftoridabuildinp-.org./pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 6 pt scls Hone 1 goo In User Registration I Hat Topics ! subnit Surcharge I seats a Fans ! Publications ! Fec Stan I eas site map I UnIm I Search ! Aorida Product Approval aaaarr aa USER: Public Userr A2' rr4+ Product Aeeroval Menu > product or Aeolkatlon Search > AoolloHen list > Application Detail FL # FL9174-R11OR • 1 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 8S0)47S-6197 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida Ucense PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 17 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 Cot Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 httos://www.floridabuildinp.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 08/11/2017 mmary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 1I 022A 3189S8 P7.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: Yes Design Pressure: +26.90/-30.80 FL9174 R11 II WD1ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf Rl l AE Eval Reot 9100 rl s.odfFL9174 FL9174 Rll AE fL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll it 0229 3189S9 P8.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 Rll II WD3ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 RI 1 AE Eval Rent 9100 rl s.odf FL9174 Rll AE fL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0230 318960 P10.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: Yes Design Pressure: +25.90/-28.80 FL9174 R11 II WD1ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf Rll AE Eva[ Rent 9100 rl s.odfFL9174 FL9174 R11 AE F 09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll it 0231 318996 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Supplement Chart P10.odf Impact Resistant: Yes Design Pressure: +30.00/-33.50 FL9174 R11 II WD3ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a FI 9174 I AE ASTM A 6S3.odf replacement door. FL9174 1111 AE Fval Rent 9100 r1 s.odf FL9174 Rli AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.S 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 Ri 1 II 0234 319022 PS.odf Approved for use outside HVHZ: Yes FL Q174 R11 II Track Supplement Chart P10.odf Impact Resistant: Yes Design Pressure: +43.20/-49.60 FL9174 Rl1 11 WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes htws: //www.floridabuitding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports FL9174 RI I AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AF FL09174 r9 Affirmation for FBC Sth 2014s.adf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1111 11 023S 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 Rll 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rli II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 Other: D]am SuonlementP16 s.odfFL9174R1111 • Verifled By: John E. Scates P.E: FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 RI l AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 1111 II Track Supplement Chart P10.0df Impact Resistant: No Design Pressure: +12.40/-13.80 FL9174 Rll If WDJambSuoolementP16 s.pdf Verifled By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 R11 All ASTM A 653.odf replacement door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 15120 / 9100 *0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.9 15120 / 9100 *0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 other: 9174.10 1 5120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 Ril [I 0233 319000 PS.odf FL9174 Rii Ti Track Suoolement Chart P10.odf FL9174 R11 It WOJambSuoolementP16 s.odf Verifled By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 Rll AF FLO9174 r9 Affirmation for FBC Sth 2014s odf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0236 319024 P6.odf FL9174 R11 II 319040 P1 Post.adf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll II WD1amb5uoolementP16 s.odf Verifled By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 1111 AE Eval Rent 9100 rl s.odf FL9174 Rli AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or Intermediate section. Installation Instructions Fr 9174 R11 II 0237 31902S P6.odf Fi 2 74 RI1 II 319040 P1 Post.odf FL9174 Rll ti Track Suoolement Chart P10.odf FL9174 Rll It WD3ambSuoolementP16 s.odf Verifled By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RlI AE ASTM A 653.odf FL9174 RlI AE Eval Rent 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.11 httDS: //www.floridabuildinp,.orQ/pr/pr_app_dtt.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600I 9' Max width. 10' Max height. Max section height 24'. Glazing 0600 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind-borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R11 II 0600 319026 P4.odf FL9174 R11 T1 Track Supplement Chart D10n_d_f FL9174 R11 11 •DJambS nle ntP16 ndf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 RlI AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 12 5120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 Rll II 0601 319027 P4.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WDJambSuonlementPI6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rl1 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 ri s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rl1 II 0602 319028 PS.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 Rll II WDlambSuonlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL9174 Rll AE ASTM A 653.odf replacement door. FL9174 R11 AE Eval Rent 9100 ri s.odf FL2174 R11 As FL09174 r9 Affirmation for FSC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rii II 0603 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 1I Track Suoolement Chart P10.odf Impact Resistant: No Design Pressure: +23.00/-25.00 F19174 RI II WD1ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL 9174 Rll AE ASTM A 6S3.odf replacement door. pF1 9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FLO9174 -e Affirmation for FBC Sth 2014e ndf Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24' Glazing 0604 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Ril II 0604 319030 135.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pi Post.odf Impact Resistant: Yes FL9174 III II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 Other: FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports Fi o174 R11 AE ASTM A 6S3.odf Rll AE Eval Reot 9100 rl s.odf FL9174FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 20145 odf Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation instructions Approved for use in HVHZ: No Fi g174 Rii II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rif 11 WDJambSuoolementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes httoS: // www.ftoridabuitdine-org./pr/pr_app_dtt.aspx?param=wGEVXQwtDqufI... 1-1 /30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 RI I AE ASTM A 6S3.odf replacement door. FL9174 1111 AE Eval Rept 9100 ri s.odf FLg174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24' Glazing 0606 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVH2: No FL9174 Rii II 0606 319032 P6.odf 1119040ApprovedforuseoutsideHVH2: Yes FL9174 Rll 11 Pl Post.odf Chart P10.odf Impact Resistant: NoP FL9174 Rill II Track Supplement Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the FL9174 Ri' It WD3ambSuDnrementt16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a Evaluation Reports replacement door. FL9174 RI i AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 Rii AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24' Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVH2: No F19174 Rii if 0609 31903S PS.odf Approved for use outside HVH2: Yes FL9174 1111 II 319040 P1 Post.odf Chart P10.odfImpactResistant: Yes FL9174 RI II Track Supplement Rll 1I WD3ambSupplementP16 s.odfDesignPressure: +39.20/-43.70 F19174 Verified By: John E Scates P.E. FLORIDA PE S1737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf Rll AF Eval Reot 9100 rl s.odfF19174 FL9174 ici Affirmation for FAC Sth 2014s.ndf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVH2: No FL9174 RII If 06QA 319034 P4.odf P10.odfApprovedforuseoutsideHVH2: Yes FL9174 Rll II Track Suoolement Chart Impact Resistant: No Design Pressure: +18.50/-20.70 FL9174 Rll II WD]ambSuonIementP16 s odf Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 RI) AE Eval Rent 9100 ri s.odf FL9174 Rii AF FLO9174 rg Affirmation for FBCSth 2_M__de_.n_A_f_ Created by Independent Third Party: Yes 9174.20 5140/9400/9600 *0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVH2: No FL9174 Rii II 0607 319033 PS.odf Approved for use outside HVH2: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No Design Pressure: +25.90/-28.80 FL9174 RI II WD]ambSupplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 RlI AE ASTM A 6S3.odf replacement door. F19174 Rii AE Eval Rent 9100 ri s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes sack Q comacr us :: 2601 Blair Stone Road, Tallahassee FL 12399 Phone: BSO-497.1924 The State of Florida Is an AA1EE0 employer. fnn.,rialit 2007.2011 5tite of Florida.:: Priva[v Statement :: Ag=5gWW 5t 0M= :: @eflipQStatement Under Florida law, emall addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send dectronknulltothisentity. Instead, coma the office by phone of by traditional null. It you have any questions, please contact 850.487.1395. 'Pursuant to Section40.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Departmentwith an email address If they haveone. The ema0s provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply apersonaladdress, please provide the Department with an emall address which an be made avallable to the public To determine It you are a licensee under Chapter 4S5, F.S., please click tom. Product Approval Accepts: httnc- / /www flnri(iahi iil(linp.org/Dr/Dr aoD dtl.aSDx?Daram=wGEVXQwtDqufl... 11 /30/2017 WaM. 1. SHORT OLA2ED PANEL OPTION - .OW MINIMUM SS8 GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 CA HORIZ ANC.E-N WITH A MINIMUM OF (6) /Bxl' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN 13 CA MG ANGLE - PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAAMUM HEIGHT OF 13.76' AND A MAXBIUM LENGTH OF 1&75'. G AZINO IS NOT IMPACT 16 GA MIN HORR- RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK FOR WIND-BORNE DEBRIS REGIONS. 5/1Bx1-5 8'- 2. LONG C.A2ED PANEL OPTION - NOT AVAILABLE LAG WITH THIS OPTION CODE MIN 3 AS SHOWN) 3. VINYL OR WOOD DOOR STOP HALED A MAXIMUM 18 CA MIN VE7RT- OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK PANELS MINIMUM 7/18" TO MEET NEGATIVE PRESSURES 5/160-5/8" LA4 4. KEY LOCK. SLIDE LOCKS. OR OPERATOR REQUIRED. SCREW AT EACH JAMB BRACKET 6 SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-204/16' TRACK- BONDm TO 30 CA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX POLYLAMANATE OR 32 CA STEEL BACKER. END CAP NUT AT EACH JB JAMB TO HAVE A MINIMUM 1.4' DEPTH. BRACKET LOCATION S. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS US70 ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x8 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION 15 CA STIFFENED' SUPPLEMENT FOR ATTACHMENT TO SUPPORTNC JAMB BRACKETSSTRUCTURESEESCHEIDULEFOR B. LOUVER OPTION - MINIMUM LOUVERS IN QUANITY, LOCATION. 040' MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM AND TYPE OF (6) j6x1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE KEY LOCK OR SLIDE LOCK - DEBRIS REGIONS LOUVERED SECTION REQUIRES B07H ENDS (NOT REQUIRED OPERATOR STILE TO BE FACTORY INSTALLED AT THE WITN OPERATOR - SEE NOTE CONTERUNE OF THE DOOR. 4). SIDE LOCK SHOWN FOR CLARITY NOTE;, (4) SECTION SOUD DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCAnoNs ON DOORS WITH OTHER SECTION OUAN7ITIES AND SEE H07E I ON THIS SHEET FOR GLAZING, OPTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOORRT UNIFORM LOAD EACH JAMB (PLF) WIDTH I8'-0' ALL 207.2 -230.4 14'-0' ALL 181.3 -201.6 12'-0' ALL 155.4 -172.8 10'-0' ALL 129.5 -144.0 SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION IINTATE SIGN PRESSURE LOADS D SUPPORTING RUC7URE AND ARIFIED NUMBER OF STENERS AND CENTER GES REQUIRED FORSRROWERDOORWIDTHB-5/10/06 MODIFIED NOTE B TO THAT LOUVERS HQTE_ (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0 JAMB BRACKET SCHEDULE NO. OF SECTIONS BRACKETSEACH B) TRACK TYPE BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 27 4 8 DI JB 13(01). 25-1 2 JB 34 JB , 45-1 4(01), BY JBK7*-O' 4 8 FAT JB 10' JB , 21-3 4 JB , 29-3 4' JB , 42' JB . 63-1 4 JB 5 8 QI JB . 13' CO , 23' JB , 34 JB 47-1 4' 01 . 58' JB , 67" O , 75' JB 5 6 FAT JB , 10 JB 21-3 4' JB 29-3 4' JB . 48' JB . 57-1 4 JEI. 68' JB , 75-1 2' JB fB1 LIFT PITCH SEE NOTE BELOW NOELD) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/16' TRACT( BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTMnY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH 70 TRACK. ALL DOORS WITH HIGH LIFT. ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS I APPROVED SIZES SC Wayne® DESIGN (PSF): +25.90/-28.80 IMAX WIDTH: 16'-0' LEST (PSF): +38.85/-43.20 IMAX HEIGHT: 8'-9' DR Dalton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' Ct 3121 FNROA7E DR. MODELS 5140/9400/9600 CARROLLUN. Tx )SOOT FL PC 51737 TX PE W300/F22W pN90N OF OVERHEAD DOOR COR PROFESSIONAL INONEDYS SEAL PRONOED ONLY FOR PENSAACOLA, FLORDDRIVE3251 WINDLOAD SPECIFICATION OPTION CODE 0607 VERFCATION OF WNRDAD CONSMCT10N OETMLL 850 474-9690 6/8/07 AT MODIFIED JAMB CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/ OBEXIADDEDTAS LICENSE BER TO TITLE BLOCT<. NGED_LOUVER NOTE. B'-9'. ADDED HIGH AND ROOF PITCH CK NOTE 4/29/09 UPDATED TITLE BLOCK 5/4/10 N.T.S. SIZE: A DATE NAME 3/8/O6 CRT ED 4/6/06 MRB SHEET 1 OF 2 DRAWING PART NO. JREV. 319033 P5 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (6) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-105/8' EACH END WITH 2) 1/4-14i7/B CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) u 1/4-14x7/5' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH°. ARE USED TO ATTACHED THE TOP 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR WITH (2T 14x5/B' CPoMPTIIE SCREWS. USE NE HOLE IN SLIDE TO ENSURE PROPER ALIGNMENT OF ROLLERS 15 CA HINGE ATTACHED WITH (4) 1/4-14x5/8' CRIMP71TE SCREWS (2 OF WHICH ARE FACTORY 1ATTACHED) _ J 2' NYLON STORLIGARD • : ROLLER WITH 4-1/2' STEM DETAIL B BRACKET AS SHOWN). PLACE U-BAR OVER INTEGRAL RIB WITH THE 8) PRE -PUNCHED HOLES EA04 END FACING UPWARD AND ATTACK THRU END CAP AT EACH END VAIN (2 1 4-14x7/B' SELF DRILLING CRIMPTITE 3CREW5 EXCEPTION: U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY BE ATTACHED THRU END CAP AT EACH END WITH (1) 1/4-14x7/B' SELF DRILLING CRIMPTTE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE, DUE TO CLEARANCES REQUIRED TO INSTALL SCREWS AT THE ENDS OF THE U-BARS, ALL U-BARS SHALL BE INSTALLED ON SEC71ONS PRIOR TO INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U-BAR OVER RIB AND A''TACH W17H (6) 1/4-2Ox5/lr CRIMPTTE SCREWS (2 OF V4TEO(R(A))L CRIMP SCREWS / BT SCREWS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE LOP LEAF. AND 1 OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH ' 0 CE U-BAR OVER PoB WITH3) 1/4-14x5/8' / C IMPTTE SCREWS AR BOTTOMNOTCHDOWNTOCLEARBOTTOM BRACQT AND ATTACH THRU END CAP AT EACH END W17H (1) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREW AS SHOMAI AND USE (1) 1 4-14x7/B' SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) I/4-2OX5/8' CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS JOIN L SCAIES PE 3121 FNROAIE DR. CARRO LUM. TX 7SOD7 FL PE 51737 TX PE 5I308/F2203 PROFESSIONAL ENONFDYS SEAL PROVIDED ONLY FOR VERIFICATION OF WNCLOAD CONSTRUCTION OETAIIS 32514 5) SECTION DOORS WITH (8) 3-. 18 GA. 80 KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWI4 4) SECTION DOORS WITH (5) 3% 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL FOBS AS SHOWN --- I- 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE-PUN04ED HOLES WITH (2) 1/4-108/8' CRIMPTITE SCREWS AT EACH IN70MEDIAM HINGE LOCATION. (2) 1/4-107/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP OTH U-BARS ON BOTTOM SECTION - SEEEiNLBCEPT RAND DD THIS SHEET). (2) 1/4-14 0/lr CMMPTITE SCREWS APPROMMA Y MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION. AND ( 1) 1/4-105/5' CRIMPTITE SCREW APPROXIMATELY 6' FROM EACH END. FOR DOOR WIDTHS GREATER THAN IZ-O'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. THERE SHALL BE A TOTAL CF I8) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE - PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14X5/B' CRIMPTITE SCREWS 1 18 CA U-BARS SHALL BE STAMPED '48' APPROXIMATELY B' FROM EACH END. STATIC PRESSURE RATINGS WIDTH: RATED ( YES/NO): NO IMAX SECTION MODELS 5140/9400/9600 PRESSURE LOADS FOFIED NUMBER OF TENERS AND CENTER ZS REQUIRED FOR ROWER DOOR WIDTHS 1 5/10/05 MODIFIED NOTE 8 TO 7E THAT LOUVERS NOT IMPACT RSTANT. 5/ 6/07 MODIFED JAMB X KE7 SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/ 17/08 ADDED TEXAS LICENSE ABER TO TITLE BLOCK. WGEO LOUVER NOTE. REASED MAX HEIGHT 6- 9'. ADDED HIGH r AND ROOF PITCH 1CK NOTE r 4/29/09 UPDATED TITLE BLOCK r 5/4/10 SIZES SCALE: N.T.S. SILL- A 16'- 0' 1 1 DATE NAME 8'- 9' DRAWN 3/8/06 CRT IGHT: 21' CHECKED 4/6/06 MRB SHEET 2 ' OF 2 DRAWING PART NO. I REV. WINDLOAD SPECIFICATION OPTION CODE 0607 1 319033 1 P5 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX 12" MAX 12" MAX 12" MAX T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOIN E. SCATES. PE 3111 FAIROAIE OR. CARROLLTON, TX 75M n PE 51737 TX PE O308/F220.1 PROESSIO AL LHONEEA'S SEAL PRONDED ONLY FOR VEAFICATON OF NIIOLOAD CONSDIUCODI DETAILS. CLIP DETAIL LIP LOCATIONS SEE SCHEDULE 1;7ia2 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE— 2) 1/4 X 'A7/16 SEMI TUBULAR _ _ RIVITS O 11 GA MIN \ CLIP SEE .\ SCHEDULE TYPICAL CLIP RIVETING DETAIL RSW 0.28" ' 2 j 13 GA MIN CONTINUOUS WALL ANGLE TYPICAL CLIP WELDING DETAIL kCK 1/4"-20 TRACK CARRIAGE BOLT i 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-O" 46.0 PSF -52.0 PSF wagnc® Dalton 3395 ADDISON DRIVE Pam( 50) 47409890RIDA 32514 TRACK SUPPLEMENT CHART REVISIONS K-CUPS-TEXAS ANGLE 12 FOOT LTED 8/11/03 IPDATED FORMAT. EASED ALLOWABLE SORES TO 00/-52.00 PSF FOR DOOR WIDTHS. VCED *TEXAS WALL E' TO *CONTINUOUS ANGLE ADDED STRATE MOUNTING OL CHANGED TO J HD ANCHORS 4/2/07 8024 WITH OVERLAY LACK CUP D IN CHARTS. 1TED SPLICE & CUP MULES. 9/05/07 UPDATED CHARTS TO IINATE THE USE OF HB1 OUACROSSSSPT E UID). 1D/24/07 04/11/08 XPANDED 1-1/2- 70 W DOOR THICKNESS IT UP TO 14' HIGH. 12/11/08 UPDATED TITLE Ix 8/2/10 SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" f1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUIN E60XX MIN. 1 8 2-2, 1/8 V 2-24 5/16" x 1-5/8" ----WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CU SPF (G=0.42) OR - -.- - - - BETTER AT EACH 1/4-2Ox9/16" HOLE OR -PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT . MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL q. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( CONCRETE MOUNTING DETAIL jam E. SCATES. PE 3121 FAMOATE DR. CARRcLLm", TX 75= FL PC 31737 1x PC 3&=/Fzzw PROrESSICHAL FHCINEEII'S SEAL PROVIDED ONLY FOR VEWMADON OF NIILLDAD COISTWC10H DETAR.S. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE -PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DORLICE HEIGHT CLIP #'S FROM BOTTOM TO TOP PLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11. 11, 11 18 10'- O" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11 ' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12' - 0" 7, 9, 9, 9, 9. 11, 11, 11, 13, 13, 13 20 13'-0" 7. 9, 9, 9. 9. 11, 11, 11, 13, 13, 13, 13 22 14' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLICEPLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6. 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'- 0" 5, 6, 6. 7. 7. 9, 9, 9. 11, 11, 11. 13, 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4. 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14' - 0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLAITCEE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 1 4, 4, 4, 4, 4, 4, 4, 4 6 110--o"l 4, 4, 4, 4, 4, 4, 4, 4, 4 6 TRACK SUPPLEMENT CHART wagp®c Talton 3395 ADDISON DRIVE NSACOLA. FLORIDA 32514 850) 474-989D REVISIONS INCH f-CUPS-TEXAS ANGLE 12 FOOT DATED FORMAT. ASED ALLOWABLE uRES TO 0/-52.00 PSF FOR OOR WIDTHS. ED 'TEXAS WALL TO 'CONTINUOUS ANGLE'. ADDED 8024 WITH OVERLAY TACK CUP UPDATED MODELS TED IN CHARTS IATED SPLICE k CUP IEDULES. 9/00/07 10/05/07 UPDATED CHARTS TO IWATE THE USE OF JB CUP (REPLACED 1 /9 ACROSS THE UPDATED STFil NTING DETAIL 1 04/11/0. EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS 1117 UP TO 14' HIGH. r 12/11/06 I ADDED MODEL 8700. ATED TITLE BLOCK r B/2/10 SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 IP10 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB L NOTE a 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 1 9 7 6 800 1 9 7 6 No. 51737 j 0 STATE OF Ad ZZ ZA IIIII 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS'AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABU_ WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB - 30ps1 x 16ft/2 - 24011a/fl 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT mare a 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 51737 p STATE OFofttV` F- f4,t.;. tftOR%Q 1. BASED ON 16d COMMON W IRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16fU2 - 240113/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 20 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB(LB/FT) NOTF9 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 1 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 p`EfrraF4I,•' No. 51737 p STATE OF pcs !fl ORVQ p . j;' 410Ni ; 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB L NOTE4 2500 PSI CONCRETEN"I 4000 PSI CONCRETE"OTE+ 2000 PSI GROUT FILLED CMU NOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A II I I11Nz N\ N\ E No.51T3T 0 STATE OF ;'4-1 6LORMP, N . Zl;; S ONi ; 1. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4, AND A MINIMUM END DISTANCE OF 4 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16h LOAD PER JAMB = 30psf x 16ft/2 - 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. AoDroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB L " OTE' 2500 PSI CONCRETE"OTE' 4000 PSI CONCRETENOTE' 2000 PSI GROUT FILLED CMU"OTF2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 1 17 8 so, No. 0737 0 STATE OF ss ONi ;\ 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2- AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2- AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = t Eft LOAD PER JAMB = 30psf x 161`1/2 - 2401btft S. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Anoroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision PI WamW omtm 3395 ADDISON Draw PENSACOUA FLORIDA U514 aso) 474-9E90 4',.///// 31, •. i No. 51737 r 0 STATE Of ;44U- 4 Digitally signed by John E Scates, RE Date•. 2015.0220 M5853 -06'01Y 4a41 N WATM R mm rAma m qs MK V 75M ti R M?v v R lucamZm NMwrlmNZAiAipl r DOOR WIDTH I M."W rwt iRAGRRu LM WIOQ. a 4• 2-3/4' 2) 3/Y SWSW M& HD SOWN! AND= WITH A 1 1//4• WASHER AND A MMWN omm MI aprA or 2-3/4• AND A IOOM OM DISTAMZi OF 2-3/4•. uunnlu 1muerflT NAmSn OE9D1 LOAD fJPADiI' a ZoeS tas lamumSOUTHIlW rx EL/l* 711 ST01 N9 So" ANDICH VAIN A 1-1/4• WASMD AND A IDIDAN OODLIDn 0" OF ID2-3/4• AA UNWA CODE DISTANCE Of 4% l 1 i — g WAuNDl LMLOAD 44111: WFJJEIINF LOOK 1- 1 4* u0 ASHOM LAC1-1 a• 0.O L KAVE j LADIRATIHAKIDDNlYMIflRAIgWof1- 9/SY INTO IHE MM 91PPORf YE119ER. W M. A. 2430 L9S. DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 w ton aIW W25 AOOISON ORIY£ PENSACOIA FI,ORIDA 32514 IM) 474-0800 Ma :. a v (cwa21 OR EnOt wli stw D a wz AlIIE ASIENF]! IDAO MAT OI® TIQ OF9CM 1LA0 ? iNE STRYCRO@ oesa aF SIPPdm SnNC61RE 91ALL BEm. OF EM RE'SPO VICE STT C K PaORc \ OF RtCatm FOR na 51RualurE - j S "O a a, NO10 aAec ilIFHOR r SorPsol trlul PID i-a/{• lol O Mw r etVL AAIO0®O A am uO SOEM tliN V OIIAOOT IGCAIIW EACH AAIIa IOCd110NA" 4 1 { Ft11 UCK l AAMe OIAov 1//4-iDiA/IrAImm JAMS IaA/O1QT iRAp(IOLT•Afm 1/4-i0 HHOt Ali;:•' j meEer .em WINING ecruEp lwT 1 mrrr mrcI 1F e erru am ias an rccvr I No.51737 S Sr = i'0'• SUSEOF O\ Digitally signed by John E Sates PE Date: 2015.0220 093926 -06W SNEET 2 eMelOt XK U 72M R m 019 u R 2LUW al/ JAMB CONNECTION SUPPLEMENT ING PART NO. I REV. 324620 IP16 Florida Building Code Online Page 1 of 1 Professional Regulation.. tl FA NtlREr AdDI7F.9arpl tld rRDIVI5ID FS• _CDFTAC1,tlrVit db., re iil Product Approval USER: Public User L/.a°tAr sam . 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To determine If you are a licensee underChapter455, F.S., please dick IISR. Product Approval Amepts: Credit Card Safe owmaged l,*rr%C- / /IA/1A/1A/ flnrir ahitileiino nro/nr/nr ann (St.aSDX 11 /29/2017 Florida Building Code Online Page 1 of 2 eft Bus Herne ; Login user Registration I Hot Top? 1 submit surcharge I stets & Faar i Putdkanons ! FBC start I a= site Map ! Links I search ! d Florida E Product Approval eerrg y usER. Public User Cr' itfsm Product Approval Menu > Product or Aooliotlon Search > Application List > Application Detail FL tax FI-14039-R2 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 Date Revised Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Adam Blomberg ablomberg@plygemwindows. com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/ WDMA/CSA 101/I.5.2/A440 Method 1 Option A 04/ 22/2015 04/ 22/2015 04/ 25/2015 10/ 12/2017 Year 2005 l,,«..... i i..,,A„Ar flnrirltahllilrlinn nro/nr/nr ann r1t1.acnx?naram=wGEVX0wtDatG... 11 /29/2017 Florida Building Code Online Page 2 of 2 Summary of Products FL # I Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHz: No FI 14039 R2 C CAC NI010366.01-R2.odf Approved for use outside HVHz: Yes FI 14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FI 14039 R2 C CAC NI010366 03-R3 odf Design Pressure: N/A FL 14039 R2 C CAC NI010366-R2 odf Other: See Installation detail for sizes and ratings. FI 14039 R2 C CAC NI010367.02-Ri.odf FI14039 R2 C CAC NI010367 03-R1 odf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FI 14039 R2 II PGW029 SS.odf Fl 14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FI 14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes Bad* Nest Contact us :: 2601 Blair Stone Rood. Tallahassee FL 32399 Phone: 850-487-1824 The Sate of Flodda Is an WEED employer. Movdaht 2007-2013 Sate of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an eman address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: Credit Card Safe httn-,://www.floridabuildine.ore/Dr/tar aDD dtl.asPX?Daram=wGEVXQwtDgtG... 11/29/2017 sr rL-oorZ INSTALL-ATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATON ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 21/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRET MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 W4 INCH MINIMUM EMBEDMENT. i S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 010 SE A P NG S ER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. S. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) BB SEUTUTFOWM PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. 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 BY THE ANCHOR MANUFACTURER 1L INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3WO PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C9Q GRADE H. HYPE I (OR GREATER). C. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. 120 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AA AA/WDMA/CSA 101/1S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCREWMASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEMS REQUIREDTO PROTECT THIS PRODUCT IN AREAS REQ1UIR1R9T9P_ACF RESISTANCE 6. WINDOW FRAME MATERIAL ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAILS. It DESIGNATIONS 'X'AND '0*STAND FOR THE FOLLOWING: X: O ERABLEPANEL O: FIXED PANEL TABLE OF CONTENTS REVISION SHEET DESCR]PTION 1 A 6ENEAAL A ITLSTALLATION NOTESFSHEET2ELEVATIONSANCHORLAYOUTS 3 4712FL VERTICAL A HORQONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS S 4BIZF VERTICAL A HORIIONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHIHEIGHT 4712FL 48" 83.93" 50 -70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53.1 72" 50/-60 NOT RATED 4712F 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 50/ -60 NOT RATED 4812E 48" 96" 30/-30 1 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 201 S.04.1010:48.44-04'00' PLY GEMWINDOWS 423 M MAW ST. PO 6OX 550. ROCKY MOUNT, VA 24151 J6 540.44"346 F)0 540 4644613 mm a rn Z# V$ iim 2$ IFJ L) a Ca' N v m ADi LUmWm i6F OZ< d m w IS CA:4 W a s 0 j 111 0 u WG it PGW029 HEETK 1 OF 5 UNIT MAX WIDTH 53.00• D.LO MAX WIDTH 49A4' Y F 3 4 D 3 - 0. UNIT MAX. HEIGHT 72.00' H A E 3 4 SASH MAX WIDTH 51.25' ELEVATION D.L.O. MAX HEIGHT SASH MAX HEIGHT SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE I r rl ANCHOR LAYOUT D.L.O MAX. WIDTH 44.3 Kw D 5 3 UNIT MAX. HEI6HT 96.00' SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX WIDTH 48.00• 5 i F 3 4 0. SASH MAX _4WIDTH46.25• ELEVATION D1,0. MAX HEIGHT 45.56' SASH MAX. HEIGHT 35.88• EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.L. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 SELF-TAPPIN6 FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16' ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF-TAPPIN6 FLANGE 1 STEEL STUD 3 THREADS N/A 20 1 20 1 4 PLy GEMWINDOWS 433 M MAD1 St. FO 30% W. ROM MOUM• VA 24151 nt 540- 64JUS Fxi $40.044693 ro m$ SS 1^ m g J A ^1 o=m e c kb Lu 0-0da LtF G m V) Z Oo L Lu Lu a m y311 G 5:1F21 11%, i T Y = N.. c 0 DWG #: P&W029 SHEET: 2 pF 5 3/16' ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERSWCAULKBETWEEN CONCRETE/ MASONRY 61X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 21/2' MIN. EDGE DISTANCE 11/4' MIN. EMBEDMENT I PERIMETER CAULK) 1 T+ J SHIMO.A. BY OTHERS SPACE WINDOW HEIGHT I SEE GLAZING EXTERIOR DETAILI INTERIOR B VERTICAL SECTION 3 HEAD -1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL 1 — I ( O.A. WINDOW STRUCTURAL GRADEHEIGHT 1/4' MAX SILICONE BY OTHERS SHIM SPACE EXTERIOR FINISH BY OTHERS IX WOOD BUCK ;,' 1} • . . BY OTHERS ... ' • . CAULK BETWEEN CONCRETE/ MASONRY 61X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION 3 SILL -1XWOOD/CONCRETE/MASONRY 4712 FLANGE 1/4• MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 10 SELF -TAPPING SCREW (- 1':L k .+• I INTERIOR INSTALLATION ANCHORS 1 METAL STUD FRAMING SEE GLAZING BY OTHERS DETAIL 1 SHEATHING--' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH p HORIZONTAL SECTION 3 IAMB -STEEL STUD FRAME , 4712 FLANGE 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BUCK BY OTHERS INTERIOR 1X WOOD BUCK BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR 21/2• MIN. EDGE DISTANCE SEE GLAZING DETAIL I EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH C HORIZONTAL SECTION 3 IAMB - IX WOOD/CONCRETE/MASONRY 4712 FLANGE PLy GEMWINDOWS 433 N MAM ST., F0 M NO. RO MOLW, VA 14151 PR $W-/RHIu F)b 540 1"-M83 DWG #: P&W029 SHEET: 3 OF 5 1/4' MAX. 3 THREADS MIN. SHIM SPACE SHEATHD46 ENGAGEMENT B SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS METAL STUD FRAMING 4 BY OTHERS B SELF -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS r METAL STUD FRAMING BY OTHERS O.A. 1/4' MAX. WINDOW SHIM SPACE 3 THREADS MIN. HEIGHT ENGAGEMENT SEE GLAZING—/ SHEATHING ....:. DETAIL 1 EXTERIOR INTERIOR , BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION ja HORIZONTAL SECTION 4 HEAD -1x WOOD/CONCRETE/MASONRY 4 JAMB -STEEL STUD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAIL 1 — EXTERIOR 1 INTERIOR O.A. WINDOW 1/4' MAX. HEIGHT SHIM SPACE EXTERIOR 1 PERIMETER CAULK BY OTHERS M EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS SHEATHB46 B SELF-TAPPI46 SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION 4 SILL- PRECAST CONCRETE 4712 FIN VERTICAL SECTION 4 MEETING RAIL INTERIOR pw PLY GEMWINDOWS 433 M MAIN ST. PO ROX SSf. ROCKY MOUNT, VA 24151 PR 540 4844348 Flh 5404844M n r SEE GLAZING DETAIL I vi A e m ui2< Q O W<Z a ui g c xdmwoC EXTERIOR I'! I ITa0 INTERIOR C r 1 5 114ny4m J HciZ 0 .0 u to DwG # PGW029 SHEET: 4 • OF 5 1/4" MAX. SHIM SPACE 3THREADS MIN A Pw GEM SHEATHING ENGAGEMENT #8 SELF-TAPPIN6 SCREW WINDOWS BY OTHERS INSTALLATION ANCHOR 01':> :•`•: • .+ B SELF -TAPPING SCREW ' ` -'- 4» ri wArr sr, to box c». EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR nacre +*. VA 24w BY OTHERS BY OTHERS INTERIOR PERIMETER CAULK METAL STUD FRAMING na 040.44+248 ft.D40dN•ata BY OTHERS BY OTHERS ii n SEE GLAZINGAMY= c $ 3 THREADS MIN. / 1 DETAIL 1 y y i n x 0. O.A. 1/4' MAX. ENGAGEMENT N x a, m e flAIWINDOWSHIMSPACEvSHEATHING-__ HEIGHT z o w I / BY OTHERS SEE GLAZING N 9 J3/4' O.A. INSULATED GLASS Q N Vf m. 4C TT DETAILI R EXTERIOR INTERIOR DOW 1199 EXTERIOR FINISH EXTERIOR N m SILICONE BY OTHERS d Q n PERIMETER CAULK WINDOW BY OTHERS WIDTH G J VERTICAL SECTION rL-\ HORIZONTAL SECTION 5 MEAD -1x WOOD/CONCRETE/MASONRY \ 5 JAMB • STEEL STUD FRAME 4812 FIN L 4812 FIN (f 1/ 2' MIN. GLASS 1/4' MAX. Z SEE GLAZING BITE _ SHIM SPACE O DETAIL I o GLAZING DETAIL 1 H 1 # B SELF -TAPPING SCREW > 15 I EXTERIOR INTERIOR INSTALLATION ANCHOR o O. A. NOTE: METAL STUD FRAMING WINDOW 1/4' MAX. GLASS THICKNESS AND TYPE BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 1 GLASS CHART REQUIREMENTS O INTERIOR 3 THREADS MIN. Z ENGAGEMENT J/i PERIMETER CAULK ?O. BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS 'SHEATH13J6 O • ^ •...,, BFy BY OTHERS BY OTHERS IL _ SHEATHING # B SELF -TAPPING SCREW N BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH ENGAGEMENT SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK BY OTHERS c r r11 EXTERIOR O.A. c' m MY u Z WINDOWaofcyVERTICAL SECTION WIDTH 5• HORIZONTAL SECTION D PGW029 SILL - PRECAST CONCRETE 4012FIN 5 JAMB -STEEL STUD FRAME SHEET: 4812FIN5OF 5 zw 0 I-L-oo-r— INSTALLATION NOTES: L ON£/I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 11/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) RB W557SWENTM COMMON NAIL OR 11 GAUGE ROOFING HAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) RIO WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I = INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAW71ON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTUREIL 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD • MINIMUM SPECIFIC GRAVITY OF I SS. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBQ EXCLUDING HVLQ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/IS.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. - S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRE G PA RESISTANCE. WINDOW FRAME MATERIAL' ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 7. DESIGNATIONS ?PAND'O'STAND FOR THE FOLLOWING. X. OPERABLE PANEL O: FWfDPANEL TABLE OF CONTENTS REVISION SHEET DESCRIPTION A GENERAL 6 INSTALLATION NOTESRELEVATIONS8ANCHORLAYOUTS 4712FL VERTICAL 8 HORIZONTAL SECTIONS 4712F VERTICAL 6 HORIZONTAL SECTIONS 4812F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DPRATING PSF) MISSILEIMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50 -70 NOT RATED 4712FL 53" 72" 50 -60 NOT RATED 4712F 53' 72' 50 -60 NOTRATED 4712F 48" 83.93' 50 •60 RATEDNOTOT4812F48" 84" 50/-60 RANTED 4812F 48" 1 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:47:11-04'00' PLYWINDOWS GEM 433 M MAIN ST.. PO IGX BSF. ROOLY MOUNT. VA 241% N! 540.4"4342 M 5404944M mnM c _ u) IC 2 m D N '`O O 10 o omQN OWL d m W W dat F .. OAN is iL IL F I o W030 1 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44- 3 4 D UNIT MAX HEIGHT 72.0(r E 3 4 SASH MAX. WIDTH 51.25ti ELEVATION UNIT MAX. WIDTH 48.00- D.LO MAX. WIDTH 44.31" J 5 B F 34 DMAX HEIGHT 5 3 33.25- UNIT MAX. HEIGHT 96.00• SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE 0- SASH MAX. _4WIDTH46.25" ELEVATION D.LO. MAX. HEI6HT INSTALLATION QTYPER EMBEDMENT E06E HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 10D COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 P y,GoM 4"K MAm sr. ro lox 5n, W= 00-M, VA 24W na 5/0142"346 M 340-/94{ND cc Q N SASH MAX. w cOc lZi HEIGHT < wLb w 5 cdmw G Lo H O U) P H w Nui y co01 of uu2 DW6 * P&W030 SHEET' 2 F 5 10 WOOD SCREW 1 1/2' MIN, INSTALLATION ANCHOR 1/4' MAX EMBEDMENT CAULK BETWEEN SHIM SPACE CAULK BETWEEN ormPCONCRETE/ MASONRY 6 2X INTERIOR CONCRETE/ MASONRY 2X Ly GEMWOODBUCKBYOTHERSWOODBUCKBYOTHERSSWINDOWS 3/4• MIN. EDGE DISTANCE r CONCRETE/ MASONRY 3 M MUNKY uT. O SOX CONCRETE/MASONRY BY OTHERS :•;•:e: /' a raeumsr,rowxe», VA 24VU 2X WOOD BUCK / BY OTHERS BY OTHERS i 2X WOOD BUCK 1 1/2• MIN '•' •r• BY OTHERS M* 540-4644248 M 040484-GW EMBEDMENT #10 WOOD SCREWEXTERIORFINISH ao BY OTHERS INSTALLATION ANCHORItm 1/4' MAX. -• , LZi z A _ SHIM SPACE 3/4' MIN. N = O m D EDGE DISTANCE a STRUCTURAL 6RADE 1 N a m m W O.A. SILICONE BY OTHERS m WINDOW a HEI6HTSEE GLAZING SEE GLAZING EXTERIOR DETAIL I 7TJlERIOR DETAIL 1 EXTERIOR FINISH o a rman it EXTERIOR BY OTHERS STRUCTURAL GRADE WINDOW SILICONE BY OTHERS p WIDTH . m g VERTICAL SECTION (X)HORIZONTAL SECTION v 3 HEAD - 2X WOOD BUCK 3 IAMB - 2X WOOD BUCK Z 4712 FLANGE 4712 FLANGE 1/4' MAX O O 1 1/2' MIN. SHIM SPACE EMBEDMENT H g w y SEE GLAZING 2X WOOD BULK BY OTHERS ED INTERIOR EXTERIOR DETAIL 1 INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1 SEE 6LAZIN6 Z O.A. DETAIL I \\\\ WINDOW HEIGHT 1/4' MAX EDGE DISTANCE p• * SHIM SPACE SHEATHINGS d _ BY OTHERS EXTERIOR STRUCTURAL GRADE N _ SILICONE BY OTHERS " y EXTERIOR FINISH +„ •: •, , :' • EXTERIOR FINISH i i/Y ••* pF10F\\\ BY OTHERS ... - BY OTHERS 2X WOOD BUCK BY OTHE C m 1 I 1STRUCTURALGRADE ,;; o m Ln Z u> CAULK BETWEEN SILICONE BY OTHERS WINDOW -- c m 3 _ u Z CONCRETE/ MASONRY 6 2X WIDTH o p IV) WOOD BUCK BY OTHERS DWG# CONCRETE/ MASONRY A VERTICAL SECTION p • HORIZONTAL SECTIONBYOTHERS PG W03 0 3 SILL- 2X WOOD BUCK 3 IAMB - 2x WOOD FRAME 4712 FLANGE SHEET: 4712 FLANGE 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY A 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - ZX WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A WINDOW HEIGHT / SEE GLAZING- DETAILI EXTERIOR . 1 1/2, MIN. EMBEDMENT 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHORX 1/4' MAX. SHIM SPACE 1 - r INTERIOR 1/4' MAX. SHIM SPACE 3/4' MIN. EDGE DISTANCE ZX WOOD BUCK BY OTHERS / 1 ~ R' " ~ INTERIOR B WOOD SCREW INSTALLATION ANCHOR, VERTICAL SECTION 4 HEAD - ZX WOOD BUCK 4712 FIN SEE GLAZU46 DETAIL EXTERIOR INTERIOR 1 O.A. WINDOW HEIGHT 1/4' MAX. SHIM SPACE PERIMETER CAULK 3/4' MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS ZX WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/MASONRYMASONRY & 2X 1 BE MIN. INSTALLATION ANCHORINWOOD SCREW E/ WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY E VERTICAL SECTION ev OTHERS 4 SILL- 2X WOOD BUCK 4712 FIN SEE 6LAZIN6 1 V2• MIN. 1 DETAIL 1 EMBEDMENT SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O. A. WINDOW WIDTH HORIZONTAL SECTION 4 IAMB - 2X WOOD FRAME 4712 FIN VERTICAL SECTION 4 MEETING RAIL PLy GEM WINDOWS433 H MAUL ST., FO BO%S39. ROM MOUNT. VA NISI PR 0104"434S Fx 540-/84-6"3 V) Z O H Z L. 0 w it c >;•, u I11• c f == NZ cocuWG #: P& W030 HEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY A 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS — 2X WOOD BUCK — BY OTHERS O.A. WINDOW HEIGHT I 1 O.A. WINDOW HEIGHT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 11/2' MIN. EMBEDMENT B WOOD SCREW INSTALLATION ANCHOR1,e MA , M SPACEim 1/4• MAX. SHIM SPACE 3/4• MIN. EDGE DISTANCE H- : 2X WOOD BULK BY OTHERS INTERIOR GAUGE ROONAIL 101D COMMON NAIL OR 11LLL INSTAATIONANCHRSEE GLAZING 1 1/2' MIN. 1 DETAIL 1 EMBEDMENT SHEATHING' BY OTHERS EXTERIOR SEE 6LAZIN6 DETAIL 3/ 4' O.A. INSULATED GLASS EXTERIOR FINISH BY OTHERS EXTERIOR INTERIOR DOW 11" PERIMETER CAULK BY OTHERS O.A. SILICONE WINDOW WIDTH Flm PLY( GEM WINDOWS433 M MAIN ST.20 BOX 559. ROM MOIMT. VA 24LU FK 340.414-4341 rX 540.414M13 m N= Z d ma! e t a mw ism mmWp c VERTICAL SECTION L HORIZONTAL SECTION Z 5HEAD - 2X WOOD BUCK 4912 FIN 5 IAMB - 2X WOOD FRAME 4812 FIN 1/ 2• MIN. GLASS 3/ 4• MIN. I ' Z BILE EDGE DISTANCE CAULK BETWEEN V GLAZING DETAIL INTERIOR 1/4•MAX CONCRETE/ MASONRY A 2X 5 SEE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 GLASS CHART SHIM SPACE WOOD BUCK BY OTHERS t '+' YOTHERS MASONRY o EXTERIOR REQUIREMENTS 2X WOOD BUCK BY OTHERS 1 B WOOD SCREW INTERIOR INSTALLATION ANCHOR O 1/ 4• MAX O 11/2' MIN. Q SHIM SPACE EMBEDMENT SEE GLAZING DETAIL 1 f PERIMETER CAULK 3/4• MIN, EDGE BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS . ... 2X WOOD BUCK BY OTHE B WOOD SCREW CAULK BETWEEN 1 1/2' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY A 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY I VERTICAL SECTION BY OTHERS 5 SILL-2X WOOD BUCK 4812 FIN EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O. A. BY OTHERS f WINDOW WIDTH HORIZONTAL SECTION 5 JAMB -2XWOOD BUCK 4312 FIN o > n I, my m2 oo i£ __ Z p u WG #: PGW030 HEET:. 5 OF 5 Florida Building Code Online Page 1 of 1 W-di BCIS Home 1 Log In User Registration Hot Topics ; Submit Surcharge Stats h Fads Publications. j FBC Staff ` SCIS Site Map 1 Unks Search i f W111J0 oE Product Approval f E USER: Public User product Aooroval Menu > Product or Aooliatlon Search > Application List Search Criteria Code version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL FL# 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL J Lam` Tygg Manufacturer Validated By a us FL14253-R3 Affirmation Ply Gem Windows Category: Windows National Accreditation & Management Institute 804) 684-5124 Approved History Subcategory: Fixed Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 1150-07-I9241 The State of Florida Is an WEED employer. Conveloht 2007-2013 State of Florida.:: Prhmcv Statement :: Accessibility Statement :: Refund Statement Under Florida taw, emall addresses are public retards. If you do not want your e-mail address released In response to a public -records request do not send eleco ale mall to this entity. Instead, contact the only by phone or by traditional mall. If you have any questions, please contact BS0.467.1395. `Pursuant to Section 45S.275(1), Florida Statutes, dredlve 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 oMdal communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which an be nude avallable to the public To determine It you are a licensee under Chapter 455, F.s., please dick DM. Product Approval Accepts: Maim®® Credit Card Safe httDS://www.floridabuildine.ore/car/pr-_app lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 3 ai a ulatiPn fro n SCiS Home 1 Log In User Registration ! Hot Topics ; Submit Surcharge stets a fads Publications ; Fac Starr eas Site Map Links Search i f W Approval pr 6=121, tierd Product Aooroval Menu > product or Aeolication Search > Application List > Application Detail FL # FL14253-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By L Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harrls@plygem.com Adam Blomberg ablomberg@plygemwlndows.com Windows Fixed Certification Mark or Usting National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/NWWDA 101/I.S.2-97 Year 1997 FJ 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. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 httos: / /www.floridabuitdine.ore/pr/i)r_app_dtl.aspx?param=wGEVXQwtDquD... 11 /29/2017 Florida Building Code Online. Page 2 of 3 Date Validated 05/06/2015 Date Pending FBC Approval Date Approved 05/16/201S Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14253.1 • 4701FL Fixed Window Builder Series 4701FL Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14253 R3 C CAC NI008098-R4 Ddf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FI 142S3 R3 II PGW050-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.odf Created by Independent Third Party: Yes 14253.2 705 Fixed Windows Builder Series 70S Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14253 R3 C CAC NI006190-RS.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +50/-SO Installation Instructions Other: FL14253 R3 II PGW047-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports F114253 R3 AE PER2899 SS.Ddf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14253 R3 C CAC NI006189-RS.Ddf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL14253 a3 II PGW049-RI SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2900 SS.Ddf Created by Independent Third Party: Yes 142S3.4 1705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use.in HVH2: No FI 142S3 R3 C CAC NI006468-RS.Ddf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +40/-40 Installation Instructions Other: FL14253 R3 II PGW048-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 PER2901 SS.DdfR3AE Created by Independent Third Party: Yes Fie IIsext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 1150-497-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2011 State of Florida.::Statement :: Accessibility Statement :: Refund Statement Under Florida law, small addresses are public records. If you do not want your e-mall address released In response to a public-nemrds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with arl email address B they have one. The amalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please click h=. Product Approval Accepts: hank- / /www flnririahi iil(iino.nro/nr/nr ann dtl.aSDX?Daram=wGEVXOwtDauD... 11 /29/2017 INSTALLATION NOTES: 1 ONE )1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDMOUAL INSTALLATIONANCHORS WITHINA TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL O.E. WTMOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE 010 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I I/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FOR INSTALLATION THROUGH IX BUCK INTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH FFW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/41NCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. 6. FOR INSTALLATION INTO STEEL STUD SUBSTRATE, USE 010 SELF -TAPPING TYPE INSTALLATION ANCHORS TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL STUD. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMBED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. 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 BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 27W PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 )OR GREATER). 0. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 33 MILS, PLY GEM WINDOWS SERIES 4701 FL ALUMINUM FIXED WINDOW GMERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/NW WOA 101/IS.2.97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS'%' AND *0* STAND FOR THE FOLLOWING: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION 6 GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 GLAZING DETAILS 5 COMPONENTS 6 BILL OF MATERIALS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.05.2818:55:06-04'00' PLY, 43314. MAUL ST. PO WX 5". ROCLY MOUNT. VA 14131 5404844348 FX 340.4Nd443 LLL n > 2 Z vj SmrZGuuJ O z m<m ¢$ iz-, - V) pt N G z xILLLUmly2 £ LU F v rC;i1 O,` 0 `iC 21 j• t 1- y%••*Pao` I 0D III mG .W.IFuZ o u h Owe M P&W050 SHEET: 1 OF 5 PLY GEM1rVIND01Y5 UNIT MAX. WIDTH 53' 433 K MAW ST. Po sox S" wrn MPLW. VA 24131 Mt 540-I84 348 FX 5/W"MN83 LL j ra0n Z 5BC 3 3 17' MAX. 3' MAX. O.0 TYP FROM CORNER TYP. ed st ix ICJQAD 3' MAX. FROMor 0 on Z T m W CORNER TYP INSTALLATION 0 w < ANCHOR W m LLi c W u N m UNIT MAX. E.. D •p• D.. E cr17' G HEIGHT 4 72• O.C. MAX. O.TYP m Z O wLU A 0 3 ELEVATION ANCHOR LAYOUT z . FLANGE 4 N L • p 3 2 h Zcv DWG #: P&W050 SHEET' 2 tF5 2X WOOD FRAM 3/4' MIN. BY OTHERS EDGE DISTANCE SHEATHING D SCREW BY OTHERS N ANCHOR CAULK BETWEEN FIN d SHEATHING aTio 11/2• MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS PERIMETER CAULK 1 1/4' MAX. BY OTHERSMSEE SHIM SPACE O.A. WINDOW GLAZING HEIGHT AIL EXTERIOR INTERIOR g VERTICAL SECTION 3 HEAD- 2XWOOD FRAME FLANGE INSTALLATION EXTERIOR SEE GLAZING DETAIL INTERIOR STEEL STUD - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN 6 SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR Ilb 10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3 THREADS OF MIN. ENGAGEMNT 1/4• MAX. r SHIM SPACE SEE GLAZING DETAIL INTERIOR C VERTICAL SECTION 3 HEAD-STEELS7UD FLANGE INSTALLATION Ply 433 k MAD! ST.0 ROX SSl, ROCKY MOUNT. VA 2471 AM 540•/64d148 FX: 540-414.6M 3.1 u- m T i n uatx i Z o 4> cc x z m wm { N of W cZ uiLu d muia 7I Wh day u G U) Z O Z H UJ N - LOU PERIMETER CAULK 6 MAX. SHI Z BY OTHERS SHIM SPACE .```` * b 1 '' moo' . ` 1 1/4' MIN. EMBEDMENT ` O F. EXTERIOR FINISH 'ti s: LL . BY OTHERS 1X WOOD BUCK y •• 3/16' ITW TAPCON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 2 1/2' MIN. EDGE BY OTHERS DISTANCE m VERTICAL SECTION y m o hCAULKBETWEEN = Y uCONCRETE/MASONRY 6 IX 2 f :E = Z Y < A WOOD BUCK BY OTHERS o 3 SILL-CONCRETE/MASONRY DWG#: FLANGE INSTALLATION p r wn ;i n SHEET: 3 OF 5 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE CAULK BETWEEN - FIN A SHEATHING EXTERIOR FINISH - BY OTHERS PERIMETER CAULK - 1/4' MAX. FSHIM SPACE INTERIOR SEE GLAZING DETAIL BY OTHERS EXTERIOR O.A. WINDOW WIDTH p HORIZONTAL SECTION 4 JAMB -2XWOOD FRAME FLANGE INSTALLATION 1/4' MAX. SHIM SPACE INTERIOR SEE GLAZING DETA3L 1 1/4• MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS y 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/MASONRY A 2X WOOD BUCK BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR 2 1/2' MIN. w• EDGE DISTANCE CAUL BETWEEN FIN 6 2X WOOD BUCK EXTERIOR FINISH BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS O.A. WINDOW WIDTH E HORIZONTAL SECTION 4 JAMB -1XBUCK/CONCRETE/MASONRY FLANGE INSTALLATION 3/4.O.A. INSULATED GLASS EXTERIOR 2 I — t TERIOR 3 ASS E GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 GLASS CHART REQUIREMENTS. PLY GEMWINDOWS 25 N MAM ST-00 SOX W. ROCKY MOUNT, VA 24151 111: 54"04-6346 iX: 540.484d603 ILL Z. Z S Z j LQ iw o Zq m z<; n NL < W MO2 x0. ixI c a LL, day o U) Z 0 o H wLu LL¢ 90 Z DWG #: PGW050 SHEET: 4 OF 5 PLy GEM OFRAME HEAD/SILL/JAMB O GLAZIN& BEAD WINDOWS ALUMINUM 6063-T5 ALUMINUM 6063-T5 433 K MAD1 ST-PO BOX 5N. N0CLY MO1MT, VA NI51 PK 540-/541w fX: 540484-6 J 1.875 U 0.868 m 0.5 H 0.982 I L f v ty izi 75 2.437 o H F . n aZ uI` QWuOf U. tOm< SHEAR CLIPO r1 ALUMINUM 6063-T5 wJ w m d u+ rLuU m a:J- 92 0 m 1.812 7- 0 H z V) r H LJJ W d z O, r b LL 9 Tm mG WjN o^ 3f 5 uZ ho DW& #: 50S5P&W! OF 5::] BILL OF MATERIALS ITEM NO. DESCRIPTION PART NO. MATERIAL MANUFACTURER 1 FRAME HEAD/SILL/JAMB 11080 ALUMINUM 6063-T5 PLY GEM WINDOWS 2 6LA2IN6 BEAD 10601 ALUMINUM 6063-T5 PLY GEM WINDOWS 3 6LAZiN6 BEAD INSERT V-166 VINYL PLY GEM WINDOWS 4 3/8' X 1/B' FOAM TAPE VINYL 5 3/4. O.A. INSULATED GLASS TEMP. GLASS b SHEAR 0.TP 11587 ALUMINUM 6063-T5 PLY GEM WINDOWS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALIATIONANCHORS WITHIN A TOLERANCE OFSJ/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE 88 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1 0INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. FOR INSTALLATION THROUGH 2X BUCK USE Sd ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER TO BE AT LEAST 037S'. 6. FOR INSTALLATION THROUGH STEEL STUD USE N8 SELF TAPPING SCREW OR EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMBED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK IO.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 BY THE ANCHOR MANUFACTURER. II.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES' A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. STEEL- MINIMUM YIELD STRENGTH OF 33 XSI. MINIMUM WALL THICKNESS OF 33 MILS. PLY GEM WINDOWS Payc 423 H. MAUL ST, PO BOX 559. AOCLY MOUNT, VA 24151 BUILDER SERIES 705 ALUMINUM PICTURE I^ W-46"..FJxN04 1 WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHL AAA1A/NWWDAI0J/L72.97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECInt SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E2300 GLASS CHARTS. SEE SHEET 4 FOR GLAZJNG DETAILS. 8. DESIGNAITONS'X'AND'O'STANO FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION ' I A INSTALLATION 6 GENERAL NOTES 2 ELEVATION d ANCHOR LAYOUT 3 VERTICAL SECTIONS HORIZONTAL SECTIONS 6 GLAZING DETAIL 9 COMPONENTS d BILL OF MATERIALS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED 1 I f 1 VIRZNrl Digitally signed by Hermes F. Norero, P.E. DW& Tx: Reason: I am approving this document PG W04 i Date: 2014.05.2818:4954-04'00' 1 SHEET: 1 OF 5 PLYGWINEM WS1)) N MAIN ST., 00 BOX 559• IIOCIN MOUNT. VA 24151 PK 540-444341 fx 5+0-/64•66u 3 D. m mT UNIT MAX. Z 5 H > g1 xx WIDTH 71.0(r a vi m m C D. LO. MAX WIDTH 68.5w Z Z < m r O 05 0 W <. Wpp KSJipt B C 12• MAX. 6.00' MAX. W ru W m La 3 3 O.C. TYP O.C. TYP Vwj d 6. W MAX. FROM r INSTALLATION p CORNER TYP ANCHOR a mUNIT D.L.O. MAX. MAX. '• D HEIGHT per E O' Z HEIGHT59. 0(r 56•S. O fYMAX. O. 0 TYP U) ZO H W A 3 ELEVATION ANCHOR LAYOUT Z FIN IL k m ;i"""k Zu DWG Pt: P& W047 SHEET: 2 OF 5 PLY GE 2X WOOD FRAM 1 1/2' MIN. EMBEDMENT WINDOWS BY OTHERS 5d ROOFING NAIL SHEATHING INSTALLATION ANCHOR u1NMnwsr_.V 241OX 55°' ROCKY MOUNT, VA ttl91 BY OTHERS CAULK BETWEEN Mt SWIM-t)46 Fx 540-tuau5 FIN A SHEATHING 0. EXTERIOR FINISH t 3/4' MIN. EDGE BY OTHERS f DISTANCE j h Z i Z o E n a PERIMETER CAULK 1/4' MAX. 3 THREADS OF MIN. BY OTHERS SHIM SPACE STEEL STU EN6A6EMNT j w O v :e1BYOTHERS8SELFTAPPINGSCREWcwu SEE GLAZING SHEATHING INSTALLATION ANCHOR u1 cu T ' O° w a O.A. WINDOW 2 DETAIL 1 BY OTHERS o e m HEIGHT 3 CAULK BETWEEN I' h at w > w 1 cu cs cEXTERIOR5INTERIORFINASHEATHINGwm atvu'i EXTERIOR FINISH uBYOTHERS g VERTICAL SECTION PERIMETER CAULK BY OTHERS 1/4• MAX, SHIM SPACE m 3 HEAD-2X WOOD FRAME Pt—SEE61.AZING FIN INSTALLATIONO.A. WINDOW DETAIL1ZHEIGHT O 1 EXTERIOR 5 INTERIOR H EXTERIOR1 5 INTERIOR Lu 3 O.A. WINDOW C VERTICAL SECTION HEI6HT 2 SEE GLAZING DETAIL 3 HEAD - STEEL STUD 1 FIN INSTALLATION PERIMETER CAULK r 1/4' MAX. 4 BY OTHERS i 1 SHIM SPACE 3/4' MIN Z EEiEDGEDISTANCE EXTERIOR FINISH 4' 2X WOOD UCK LL8YOTHERS , BY OTHERS tJ1il L. F CAULK BETWEEN 1 1/2• CONCRETE/MASONRY FIN A 2X WOOD BUCK MIN. BY OTHERS dJ1 '•• •'• Q 8 WOOD SCREW EMBEDMENT CAULK BETWEEN INSTALLATION ANCHOR CONCRETE/ MASONRY A 2X I I S! L.L knWOODBUCKBYOTHERS1.ci Z amt = A VERTICAL SECTION o "Z 3 SILL -2XWOOD BUCK DWG#: FIN INSTALLATION P&W047 SHEET. 3 OF 5 3/4'MIN. MA PLY GE 3/4' MIN. EDGE DISTANCE WINDOWS EDGE DISTANCE 1/4' MAX. SHIM SPACE 1/4' MAX• SHIM SPACE CONCRETE/ MASONRY BY OTHERS ROCKY M.I M.T. VA Ox 539, 110CCY MOIMT, VA 24101 2X WOOD BUCK BY OTHERS ne 340-4944348 M 540148"483 2X WOOD FRAME BY OTHERS i•'= •`.• = •, CAULK BETWEEN CONCRETE/ MASONRY & 2X d5dROOFINGNAILINTERIORINTERIOR WOOD BUCK BY OTHERS Z vINSTALLATIONANCHORBWOODSCREW C i g SEE GLAZING INSTALLATION ANCHOR N rii Q. 1 1/2' MIN. SEE GLAZING DETAIL 1 DETAIL 1 W EMBEDMENT 1 1/2' MIN EMBEDMENT F m < o o S t° ; 0° ; Lu 5goCAULKBETWEENBETWEEN c FIN 6 SHEATHI46 2 FIN A 2X WOOD BUCK F NF Lud Q EXTERIOR FINISH 1 2 3 5 5 3 1 '' '' ' EXTERIOR FINISH BY OTHERS BY OTHERS u PERIMETER CAULK EXTERIOR EXTERIOR PERIMETER CAULK c BY OTHERS BY OTHERS mO.A. O.A. WINDOW WINDOW InWIDTHWIDTH p HORIZONTAL SECTION E HORIZONTAL SECTION Z JAMB - 2X WOOD FRAME 4 JAMB - 2X WOOD BUCK O p FIN INSTALLATION FIN INSTALLATION H 15 Lu 5/B' O.A. INSULATED Z EXTERIOR GLASS ````0 * a p 3 / \ INTERIOR ` 4% N 2 5 SSLA4: F 1 I BITE N t F NOTE: Z LAm _ FY< H GSS THICKNESS AND TYPE cp Z%q GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 0 REQUIREMENT GLASS DWG#: HARTS. P 6 W 047 SHEET: 4 OF 5 PLY GEM OFRAME HEAD/SILL/JAMB O GLAZING BEAD WINDOWS 6063-T6 6063-T5 q1 M MAIN ST. PO BOX 559. POCKY MOUNT. VA 24151 2 M1.5/0-1N OI49 f7C 510-194b05] 3 m n TT 0.625 II 2.333 0.5 Z ;5 S Zug wo x N y8jZ Vjmw l O r` ZZO C m D p mmzLu iu w C C la- d muic oar 0 m Z Oo U) r Lli d z LL Fp ZVV) Yz th o^ of _ z DW6 #: PGW047 SHEET: C OF C BILL OF MATERIALS DESCRIPTION MATERIAL MANUFACTURER FRAME HEAD/SILL/JAMB ALUMINUM PLY GEM WINDOWS GLAZING BEAD ALUMINUM PLY GEM WINDOWSM5/8* GLAZING BEAD INSERT VINYL PLY GEM WINDOWS GLASS SHIM VINYL PLY GEM WINDOWS INSULATED GLASS TEMP. GLASS Florida Building Code Online Page 1 of 1 1 -Professional -Regulations- r efSDA H012 aebkrr oBVR OapRt)Itl9td ,Cn1,Tj.C7 baP{R Aorida ra Product Approval USER: Public User 6r er/cm Product Aooroval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search rcesuru s hwa.arno I Tvoe Manufacturer Validated By Status FL15264-RI Revision Ply Gem Windows Locke Bowden Approved History Category: Windows 334) 300-1800 Subcategory: Mullions Mproveo or Yor- wp-vat ur v a„e„ w .c..c..... . -.- Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: aS0.487-1824 The State of Florida Is an AA(EEO employer. C^ovrldht 2007-2013 State of Florida.:: Privacy Statement :: A9sslblilty Stalement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your &mall address released In response to a publk-records request, do not send electronic mall to this entity. Instead, contact the ofllce by phone or by traditional mall. If you have any Questions, please contact 850.487.1395. `Pursuant to Section 455licensed2750), Florlds Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick h=. Product Approval Accepts: 0 Credit Card Safe https://www.ftoridabuilding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ui ry re US acts Home ! top to User Registration Hot Topks j Submit Surcharge Stats tt Fads Publications Fac staff sas site Map Links Search ! riUl c 0oductApprovalUSER: Public User L4 bsteam Product Approval Menu > Product or Aoollotlon search > Aoolkatlon Lht > Application Detail FL # FL15264-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 lua nne. harrls@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 1710.5.3 Method 2 Option B https: / /www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 02/19/2015 02/24/2015 03/01/2015 04/15/2015 10/12/2017 FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fl 1 S264 R1 II PGW330 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports SS 2015-01-02.odfOther: This product does not require an Impact protective FL15264 R1 AE PER3064 system for wind bome debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW 130 for design pressure tables, Installation details, and anchoring Instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15264 RI II PGW131 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an Impact protective FI t 5264 R1 AE PER3065 SS 2015-01-02 Ddf system for wind bome debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. eadk "® Contact U :: 2601 Blair Stnne Road. Tallahassee FL 32399 Phone: RS0487-1824 The State of Florida Is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: ar*a<slbility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail adds am Quresponse to epublic- records contact uest. 'Pursuadoriotntto electronicmailmthisentity. Instead, contact the office by phone or by traditional mall. If Section4S5.27S(1), Florida StaWM, efective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If theyhaveone. The emalls provided may be used for offklal communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine It you are a licensee under Chapter455, F.S., please dick b=. Product Approval Accepts: Credit Card Safe httos:// www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3;.. 11 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 17105.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 20NE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE RIB WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2- INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE3/16-ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4-INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS& NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. 2%4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE. 9. THIS MULLION lS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTALPLYGEMPRODUCTS. MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIAL 6063-76 ALUMINUM. 12. CUP MATERIAL 6063-TSALUMINUM 33. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Llp TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE A HEIGHT FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFICGRAVIYOF OSS. E D B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF300D PSI. 2 2 2 C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, MULLCLIP W/ GRADE N, TYPE 1(OR GREATER). ANCHORS, T TYPTANS OF CONTENTS REVISION SHEET DCR ESIPTIONA MULLION ASSEMBLY ELEVATIONS A NOTES rMULLVERTICALAHORI. SECTION DETAILS AND ANCHORING MULLION COMPONENT DETAILS HORIZONTAL MULLION DESIGN PRESSURE CHARTS B VERTICAL MULLION DESIGN PRESSURE CHARTS III III HEG IHT M5 I III <H 0t HORIZONTAL MULLION FOR SIDE - BY -SIDE WINDOWS W/ TRANSOM T Ply Go0TRANSOM p1 µA1AW sr, ro Toot s». HEIGHT I ROOM MOUNT. VA 24131 WINDOW I IMULL CLIP W/ WIDTH ANCHORS, UNIT B TYP HEIGHT 2 WINDOW HEIGHT HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW WIDTH 2 j Ilk KCAL LION 1L I ANMULL CLIP W/ ANCHORS, C a TyWINDOW HEIGHT VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E Reason: I am approving this document Date: 2015.01.0213:05:38-05'00' HR 54"4.6146 Fi 340-484-"U R. Z G m J z 3 tcu 2 11y. Z i^,. LU G a to'"D a J LU to tF be a LUWW d F .. G 0 a LL r Pao N T m m Z J V1 o c u DWG #. PGW130 SHEET: 1 OF 5 SHEATH" EDGE DI PLy GEMBYOTHERSEDGEDISTANCE INSTALLATION ANCHOR WINDOWS TWO (2) PER ANCHOR CLIP 2X WOOD FRAME BY OTHERS 433 N. MAM ST. PO BOX 559. SEE NOTES 4 A 5 ON SHEET 1) 1 1/2• MIN ROCKY MOL04T' VA 24151 EXTERIOR FINISH EMBEDMENT BY OTHERS ne 54O A"349 M 54"44643 MULLION FRAME 11/2• MIN. Z A 11090 EMBEDMENT oo u # T 3/4' MIIJ. MULLIONCLIP z IV„ i.l 0 i iI 8MULLION FRAME EDGE DISTANCE 11090 an p<iZi O. A. WINDOW MULLION an g < < m < HEIGHT # 11087-2 vl m M < m = EXTERIOR INTERIOR < pl o < l A VERTICAL SECTION Lu 2 a HEAD - 2X WOOD/CONCRETE/MASONRY INSTALLATION ANCHOR MULL ANCHOR CUP TWO (2) PER ANCHOR CLIP MULLION FRAME (SEE NOTES 4 6 5 ON SHEET 1) 11090 SHEATHD46 O. A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH m BY OTHERS l) g VERTICAL SECTION p HORIZONTAL SECTION p 2 4700 FIN MUWON 2 IAMB • 2% WOOD FRAME ("( 0 MULLANCHORCUP (!i 1 wLu LuEXTERIOR INTERIOR O. A. WINDOW HEIGHT 1/4'-20 TEK SCREW 2 EACH SIDE) z MULLION ASP MULLION FRAME `%,% O c* 1fOB7-2 1 1/4• MIN. #11090 Q ....... EMBEDMENT MULLION ' O 11090 EXTERIOR INTERIOR ' Lk:EXTERIOR FINISH T-GLiP ' ~ BY OTHERS _ #11091 % ul 1 INSTALLATION ANCHOR 1X WOOD FRAME WINDOW FRAME i d ' •• O TWO (2) PER ANCHOR CLff SEE NOTES 4 6 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/ MASONRY 2-1/2' MIN. ^I BY OTHERS EDGE DISTANCE m Z m u- w N Z u= u2 C VERTICAL SECTION 2 VERTICAL SECTION o o L SILL -CONCRETE MASONRY QV T•MULUON DWG'#. MULL ANCHOR CUP PG W 13 0 SHEET: 2 OF 5 re PLy'virloows GEM 433 K MAW ST, Ro BOX 5". ROM M LWT, VA 241SI HORIZONTAL MULLION M0 54p464-048 FX 940484-6491 VERTICAL MULLION #11090 40 11090 1/4'-2C TEK SCREW Z T-CLIP (2 EACH SIDE)ru o Z _ 11091 c a Zix10 tV0.2Hr DIA. 3/8' 0.165' DIA. w 3/B• 7/16• g $ T Z< m r 1 7/B' i L 7/e• p Z o 10IoI 1 11/16• m d m w o11/16' 17/B' 2 5/B'Lulxf Q' Tr o 1/4' J 31/4' I 15/16' 4• c 1/B^ Tm ANCHOR CLIP #11087-2 (n 6063-T6 ALUMINUM T-CLIP #11091 Z 6063-T6 ALUMINUM p USED TO MULL VERTICAL MULLION o TO HORIZONTAL MULLION H W w C L 2 7/B• Z 17/16' o 1L 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM 1" 11,z1u.' .Z I WE 3 OF DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MVLLION Maximum design pressure capacity chat Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited either by mullion or anchor screw or anchor c8p capacity. I I.I. ..ARIA An\ Window Transom F 18.0 21.0 24.0 1 27.0 30.0 33.0 1 36.0 1 39.0 42.0 1 45.0 48.0 53.0 120 76.0 75.0 76.0 76.0 750 76.0 76.0 75.0 76.0 75.0 75.0 75.0 15.0 75.0 750 75.0 76.0 75.0 75.0 75. 0P75.0 75.0 75.0 75.0 75.0 18.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 750 76.0 75.0 75.0 21.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0R24.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 27.0 750 75.0 75.0 75.0 75.075.76.0 75.0 75.0 75.0 76.0 30.0 75.0 75.0 76.0 75.0 750 750 75.0 75.0 75.0 75.0 74.3 33.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.01 72.5 720 36.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 A. 75.0 75.0 71.0 Maximum design pressure capacity chart (pso Series 4700 Horizontal mullion, twin with transom (11090) Design prmwes are limited either by mdflon or anchor screwor anchor dip capacity. I AJI uAr11A An\ Window ir"om 36.0 420 48.0 64.0 1 00.0 66.0 1 72.0 1 78.0 84.0 1 90.0 1 96.0 24.0 12.0 75.0 76.0 750 75.0 75.0 750 75.0 71.0 61.1 527 43.3 30.0 15.0 75.0 75.0 75.0 750 75.0 76.0 673 57.2 49.2 427 35.1 36.0 18.0 76.0 76.0 75.0 75.0 75.0 67.5 565 47.9 41.2 35.8 297 42.0 21.0 75.0 75.0 75.0 73.7 68.8 58.3 40.7 41.4 35.6 30.9 258 E1648.0 24.0 75.0 720 65.7 60.9 57.3 51.4 430 3&4 31.3 27.2 23.064.0 27.0 70.0 621 563 51.9 4&5 45.8 3&5 32.6 280 24.3 20.760.0 30.0 618 54.6 49.2 45 2 420 39.5 34.9 29.6 25.4 220 18. 966.0 33.0 55.3 48.7 43.8 40.0 371 347 32.0 27.1 23.2 20.1 17.422.0 36.0 50.0 43.8 39.4 35.9 33.2 31.0 29.2 25.0 214 1&6 16.1 W1ES L THE DESIGN PRISSURESINTHIS CURT ARE FOR THE MULUOMS USTEONEREWHEN USf6 WITH THE CUP DETAILED IN THIS DOCUMENT L FORMULLCI S IN WOOD FRAMING INSTALLATION USE TWO 12)RIDWOOD SCArM AT EACH ANCIOE QI. MUST EE OF SUFROENT UNGTH TO ACHIEVE A 1 Ire MINIMUM EMBEDMENT INTO FRAMING. SEE MEET 2 FOR DETAILS. J. FOR MULL CUPS W CDNOIETUMASOMAY INSTALLATION USE TWO (2)I/IP STW TA CON SCtM AT EACH ANOIOA aD. MUST EE OF SUFFICIENT LENGTH TO AaOEVE A 1 1/4' MINDAUM EMBEDMENT INTO FRAMING, SEE SHEET 2 FOR DETAILS 4. ENMn A/RYOMEYTD 47m FIN MIMNW E1R11 om MULLIONS As snaFND NEAR HHEM USED TO MUIS WINDOWS IN AN OVa141MDEA OIHENTATION WITH NORU09TALLY CONRNU US MULL S. BGD WINDOW HEIGHT AND MULL SPAN W INCHES DESIGN PRESSURE VALUES ON TNIS OUST ARE rON11VE AND NEGATIVE FSF. L DESIGN FIIELUM VALUES APPLY TO MWIOMWHOE TWO OR MORE WINDOWS ME LISTED IN A SINGLE OPENING, 7. REFER TO PER 2064 FOR MORE MULLION SPSCRCAMOUL NOTES 1. THE DESIGN PRESSURES IN THIS OIAAT ARE FOR THE MULUOMS LISTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. E FOR MULL CUPS IN WOOD FRAMING INSTALLATION USE TWO (2)10 WOOD SWAPS AT EACH ANCHOR CUP. MUST It OF SUFMI IT LENGTH TO AOOEVE A 1 In' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FORMULLCUISIN CONCRETVAMSONRY INSTNUTION USE TWO 12) We FTW TMCON SCIEWS AT EACH ANCHOR QI. MUST AS OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT (MITI FRAMING. SEE SHEET 2 FOR DETAILS. 4. OUR7S A IIY ONLY TO 470 FIN MULLION EETRUDU) MULLIONS ASSrEOMED HERE WHEN USED TO MULL WINDOWS IN A SIDFBY,SIDE OAEMIATION WITH WNTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL L READ VANDOW NOW AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART All POSITIVE AND MFGATM PSF. L DESIGN PRESSURE VALUE%A PLY ID MULLION VAIEOE TWO OR MORE WIMDOWS ARE LISTED INA NMGLL OENING 7. AUER TO Fe130M FDA MORE MULLION SFEOECATEONS. Ilk LEI PLy GEM WINDOWS433 M. MAIN ST. PO BOX 555. ROM MOUNT, VA 24151 Pit 540 4Ni34A FJh 04D-46"683 m Ini lZ Uri' n d W D Uj p poNd LD ZLu < mo Fji p 2 UUU111 y O7 LYG 1FN- d a W faC3V) Z O H Z W w N a o qVd i mod. ••'• N T aDZ mZ WJ In N 3 YS u2 l\I 'T In OpVV6 #: P& W130 BEET: 4 OF 5 Maximum design pressure capacity chart (pst) Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion or anchorscreMs or anchor clip capacity L.1 hl I IRIS WiAln fn% DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION in 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 1 48.0 53.0 24.0 750 75.0 76.0 75.0 76.0 750 75.0 75.0 75.0 75.0 75.0 75.0 30.0 75.0 75.0 76.0 75.0 76.0 75.0 75.0 76.0 76.0 75.0 75.0 75.0 30.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 410 75.0 75.0 76.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 76.0 75.0 48.0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 54.0 75.0 76.0 75.0 75.0 1 75.0 75.0 73.0 70.3 68.2 66.7 65.7 64.9 60.0 75.0 75.0 75.0 75.0 70.0 66.9 62.5 69.9 57.7 66.0 54.7 53.3 62.0 76.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 66.0 75.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 7ZO 75.0 71.6 63.2 56.8 51.7 47.6 44.3 41.5 39.2 37.3 35.7 33.6 84.0 60.6 52.2 I 46.0 41.2 37.4 34.3 31.8 29.7 27.9 26.4 25.1 23.3 M31 L IN[ DESIGN AESSUIIES IN TICS OMRE ARE FOS THE MUWONS UMD HIRE MMEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. 1 FOR MULL ELK OE WOOD FRAMING INSTALLATION USE TWO 01910WOOD SCREWS AT EACH ANCHOR CUP. MUST 9E OF SUFROENT LENGTH TO ACNIEVE A I Vr MINIMUM EMSEDMENT INTO FRAMING. SEE SHW I FOR DETAILS 3. FOR MULL CUPS IN CONOUTEIMATONIIY INSTALLATION USE TWO I11 3116' TEW TAMN SCREWS AT EACH ANOWN GD. MUST EE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET I FOR DETAILS. A. ENANTS APPLY ONLY TO 4700 FIN MULLION VAIIUDED MULUONS AS SPEORED HERE WHEN USED TO MULL EIE141-SIDE WINDOWS WITH A VEILTIWEY CONTINUOUS MULL S. AM VANDOW VADTH AND MULL SPAN IN INCHES DESIGN PRESSURE VALUES ON THIS OUR ARE POSITIVE AND NEGATIVE Pg. L DESIGN PRESSURE VALUES APPLY TO MUUJON WNLLIE TWO ON MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOIL MOUE MULLION S EOACATIONL Ilk 14 14 EppIlR 0PLYGpM WS 433 N. MAIN ST, PO BOX 559. ROCXV MOUNT. VA 24151 M 04049"349 FX 3404644M n f7: 7 Div i17yIZrCg ^ CL V cuW W z C CI m W a° C LL m 28 mZ G OWS #: PGW130 SHEET' 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC. SECTION 171053. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2- INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6 USE 3/16- my TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/4' INTO CONCRETE/MASONRY SUBSTRATE (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. ZX4 WOOD BUCKS 70 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION LS ONLY VAUD WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIAL- 6063.76 ALUMINUM. 22. CUP MATERIAL 6063-TSALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Ilk ` HEIGHT FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0SS. E D B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z Z 2 G MASONRY- STRENGMCONFORMANCETOASTMC-9Q MULL CLIP W/ GRADE N, TYPE I (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORL SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS QA tk III III , ML WiVNIVIIIE HORIZONTAL MULLION FOR SIDE - BY -SIDE WINDOWS W/ TRANSOM PLY GoMTRANSOM 433MOA04ST, POFC0T6SP. HEIGHT I ROCKY MOUNT. VA 143t WINDOW MULL CLIP W/ WIDTH ANCHORS, UNIT B TYP HEIGHT 2 WINDOW HEIGHT 4 HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WIDTH 2 Tt TICAL B LION 2 WIND PAN HEI6 MULL LISP W/ C ANCHORS. 2 TYP VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:06:22 -05'00' PR $ 0494-6349 FX. 510.494.0083 O A N Zit i Z LL . OIL m Zc imnUJ W . Q o 7W iT 1 VF- 161 I SS N N c m Z Z3 IZ'z Y= H N Z 0 P& W131 SHEET: 1 OF 5 SHEATHING MIN EDGE EDGE DISTANCE PLY GEMBYOTHERSWINDOWS INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERSTWO (2) PER ANCHOR CLIP 413K MADA ST-ro Far 5M. SEE NOTES 4 6 5 ON SHEET 1) 1 1/2' MIN Rom M01M . VA 24131 EXTERIOR FINISH EMBEDMENT BY OTHERS Fit 540-46 348 FX` 540-+84-S61 m MULLIONFRAME11/2* MIN. 11084 EMBEDMENT p Z MULLION CLIP 3/4• MIN. EDGE DISTANCE W 25 H75n 11087-2 MULLION FRAME 11084 f gi p m Z oc o O. A. WINDOW MULLION CLIP 11087- 2 i m c m < m HEIGHTEXTERIOR INTERIORoc 00 a N L G I Aco Q A VERTICAL SECTION w 2 HEAD-2XWOOD/CONCRETE/MASONRY INSTALLATION ANCHOR MULL ANCHOR CUP TWO (2) PER ANCHOR CLIP SEE NOTES 4 6 5 ON SHEET 1) MULLIONFRAMESHEATHING 011084O. A. WINDOW BY OTHERS EXTERIOR rlINTERIOR WIDTH EXTERIOR FINISH m BY OTHERS In g VERTICAL SECTION p HORIZONTAL SECTION p 2 4700 FLANGE MULLION2 IAMB - 2X WOOD FRAME MULL ANCHOR CUP 1 r wEXTERIOR INTERIOR O.A. WINDOW HEIGHT 1/ 4'-20 TEK SCREW Z 2 EACHSIDE) zz MULLIONCLIPMULLIONFRAME11084O 11087-2 1 1/4* MIN. EMBEDMENT Ei ,;....• v MULLION O, 11084 EXTERIOR FINISH EXTERIOR INTERIOR T-CLIP LL • BY OTHERS INSTALLATION ANCHOR 11D91 WINDOW FRAME i /y TWO (2) PER ANCHOR CLIP SEE NOTES 4 6 5 ON SHEET 1) 1X WOOD FRAME BY OTHERS ( OPTIONAL) pa0 l m Z T m FCONCRETE/MASONRY 2-1/2' MIN. EDGE BY OTHERSDISTANCE3M S uZ C VERTICAL SECTION E VERTICAL SECTION o DW6#: PG W 131 2 SILL- CONCRETE MASONRY 2 T-MULLION MULL ANCHOR CUP SHEET: 2 OF 5 PLy GEMWINDOWS 433 N WIN ST..90 ROX 559. ROM MOUW. VA 24131 HORIZONTAL MULLION ft 540.0"349M'04014944WI VERTICAL MULLION #11084 11084 1/4'-20 TEK SCREW ao A Tip (2 EACH SIDE) 0 Z11091 a 0.210' DIA. 3,8' 0.165' DIA. Z Z c Zt 7/16' 3/8' m L I w < _ 11/16' 17/8" 2 5,8' 1 lf/16' '¢- - d m w G 1/+. 3 1/4' cc n 1 1 5/16' 4• ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 Z6063-T6 ALUMINUM zUSEDTOMULLVERTICALMULLION Z TO HORIZONTAL MULLION V LU U w p 13/16' 1 5/16' Zo r I %%`(' 0 * 17/16' 4700 FLANGE MULLION (#11084) 6063-T6 ALUMINUM r z ; 0) oN 3='uz P&W131 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited elther by mullion Or anchor screw or anchor clip capacity. c.y.1. 1..1 Window Transom 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 1 42.0 1 45.0 48.0 53.0 24.0 r 42.0 I 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 76.0 1 75.0 75.0 75.0 30.0 r 16.0 1 75.0 75.0 75.0 750 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 36.0 18.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 21.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 48.0 24.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 27.0 75.0 75A 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60.0 30.0 75 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66.0 33.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 72.0 36.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (psi) Series 4700 Horizontal mullion, twin with transom (11084) Design presswes are limited either by mullion or anchor screw or anchor clip capaclly. nary... T...r wlrleow transom J0.0 120 45.0 64.0 Sao 68.0 720 78.0 84.0 9a0 96.0 100.0 120 75.0 75.0 75.0 75.0 75.0 750 74.e 63.4 54.5 442 30.3 20.8 1&0 75.0 75 0 750 75.0 75.0 71.7 60.1 51.0 43.9 35.9 29.4 21.7 18.0 75.0 75.0 750 75.0 73.2 802 50.4 42.8 30.8 30.4 24.9 18.3 21.0 750 750 3.7 63.3 52.0 43.5 30.9 31.8 28.5 21.7 15.9I24.0 75.0 72.0 O.B 55 B 45B 38 4 32.5 28.0141 27.0 70.0 82.1 1.8 48.5 41.1 34.4 29.1 25.0 21.2 17.3127 30.0 81.8 54.6 n'S40.0 5 2 42 0 37.3 31 2 28.4 22.0 19 3 1511.8 330 55.3 4e7 37.1 34.2 28.5 24 2 ZO 7 17.8 14 5 7 90.0 50.0 43.9 5.9 33 2 310 284 22.3 19.1 1B 5 13.5 9.9 Hms L THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WAIL THE CUP DETAILED IN THIS DOCUMENT. L FOR MULL CLIPS IN WOOD TEAMING INSTALLATION Let TWO 12) RID WOW SCREWS AT EACH ANCHOR CUP. MUST It OF SUFROEIO LENGTH TO ACHIEVE A 1 VY MINIMUM tAIIMMENT INTO FRAMING. SEE SHEET I FOR DETAILS, 2. FOR MULL CUR w CONOIEMMASONRT WSTAIIATION USE TWD III VIP ITW TAPODN SCREWS AT tA01 ANCHOR CUP. MUST BE DT SUFFICIENT LENGTH TO ACHIEVE A 2 114- MINIMUM tMIEDMENT INTO FRAMING. SEE SHEET 1 FOIL DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION onRnND MULLIONS AS SPECIFIED at WHEN USED TD MULL WINDOWS IN AN OVERARIDER ORIENTATION WITH A HORSIONIALLT CONTINUOUS MULL S READ WINDOW HOG11 AND MULL SPAN IN ONUS. DESIGN PRESSURE VALUES ON THIS OMAT ARE rOSTME AND NEGATIVE PSI. 6. DESIGN PRESSURE VALUES APPLY TO MILLION WHERE TWO OR MORE WINDOWS ARE LLf iE D IN A SINGLE OPENING. 7. REFER TOPER 1065 FOR MORE MULLION SPECIFICATIONS. HoTEs L THE DEMM PRESSURES W THIS OM" ARE FOR THE MULLIONS LISTED HERE WHEN USED WIDE THE CUP DETAILED IN THIS DOCUMENTT, L FOR MULL CUPS DI WOOD FUNDING INSTALLATION USE TWO 11)*10WOW SOUwS AT EACH ANCHOR CUP. MIST SE OF SUFRCEMI LENGTH TO ACHIEVE A I VI' MINIMUM EMSEDMENT INTO FRAMING SEE SHEET 2 FOR DETAILS. L FOR MULL CUPS IN CONCRETUMASONRT INSTALLATION USE TWO(2)SNIP ITYI TA/CON SCREWS AT EACH ANCHOR CUP MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A 1 V4. MINIMUM EMUDMENT INTO FRAfANO. SEE SHEET 2 FOR DETARL 4. OMRTf AP lT ONIT 70470D RANG[ MW1DN 0(T11UDfD MW10NS Af SrEOFIW Ila1E WHIN IS[D 10MULL WINOOWf W ASIDE -/FADE OU[NTATON Wlnl EOHTINUDIA TRANSOM AND IOIIRONIALLi CUNIW WU6 AHW. S. READ WINDOW HEIGHT AND MULL SPAN 01 NICKEL DESIGN PRESSURE VALUES ON TWA OLART ARE POSITIVE AND NEGATWE PSF. C DESIGN AESSuAE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED INA SINGLE OPENING. 7. REFER TO PEA SINS FOR MORE MULLION SPECUKATONS. Ilk I tk lIL LAAll 0' PLY GEM WINDOWS423 N MAIN ST. PO SOX 599. ROCKY ^ OUPIT. VA 24151 PR 540484-049 FCC 940.4944//11 Z F§ a n Ple. 9 o g1>0 9Z< cubn HZW o Cc mLuo FF w Q G Z OP N LLI0T lL EZnLLoy= Z O 3 G DWG #1PGW131 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINU0115 VERTICAL MULLION Maximum design pressure capacity chat (psi) Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screTs or anchor clip capacity 11.11 UVINTh r..% On) 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 420 46.0 48.0 53.0 24.0 75.0 76.0 75.0 76.0 750 76.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 750 75.0 75.0 75.0 36.0 76.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 420 75.0 76.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 75.0 75.0 75.0 54.0 75.0 75.0 76.0 75.0 75.0 75.0 73.0 70.3 68.2 667 65.6 64.5 60.0 75.0 76.0 75.0 74.6 683 63.3 59.3 56.1 53.5 51.4 49.8 47.9 62.0 75.0 75.0 75.0 69.6 63.6 68.9 55.1 52.0 49.5 47.4 46.8 43.9 66.0 75.0 76.0 67.7 60.9 66.6 61.3 47.9 45.1 42.7 40.8 39.3 37.3 68.0 75.0 71.9 63.6 67.2 52.11 48.1 44.8 42.1 39.9 38.1 36.6 34.6 72.0 740 63.9 56.6 50.71 46.2 42.5 39.5 37.1 35.0 33.3 31.9 30.0 84.0 52.2 1 45.0 39.7 35.6 32.4 29.7 27.6 25.8 24.3 23.1 22.0 20.5 am L THE DESIGN PRESSURES N THIS CART MAIZE FOR THE MULLIONS UMD HERE WHEN USED WRIT THE CUP DETADED IN THIS DOCUMENT. i FOR MULL an N WOOD FARMING INSTALLATION USA TWO 14110 WOW SCREWS AT EACH ANCHOR M. MUST BE OF SUFFICIENT LLNGFN TO ACHIEVE A I VZ' MINIMUM EMBEDMENT INFO FRAMNG. SEE &MEET I FOR DETAILS. R. FOR MULL CUPS INCONCETE/MAWAIRT INSTALLATION USE TWO IB Mir FIW TAKON SCREWS AT EACH ANCHOR CUP. MM K OF SUFFICIENT LENGTH TO ACHIEVE A 111r NUMMUM EMBEDMENT INTO FRAMING. SEE SHEET I FOR OFTAILL 4. CHARTS APPLY ONLY 1047W FLANGE MULLION IXTRUDED MNUONS AS SKOFIED MERE WHEN USED TH MULL NGF4Y VDE WINDOWS WITH VERTICALLY CONTINUOUS MULL S. READ VANDOW VAOTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS OAK ARE POSITIVE AND NEGATIVE PST. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. Ruth TOPEA ROES FOR MOLL MULLION SPECIFICATIONS. LL PLY GE0Mwuvo 433 K A AIN ST. Po Box M. ROCKY MOLR17. VA 14131 It 540.494-6348 FX 504114.M63 p A T cPp s f O Uj Hmf E re Zw c g o c< a W 9o_ c i Nn 11i C P day 0 PR0 Hv j: mZ 92o a N 3 U C z O 0 DWG #: PGW131 SHEET. 5 OF 5 Florida Building Code Online Page 1 of 1 I U ir(ytr I I:P,rofessional! Regulation,, _, v':' '.. fr - .,1-.'7-,paDRHdllE7 an6uLa6rR 09rR a1v13ra Hs' COYIA i. aSFR RoWa Product Approval R USER: Public Userdbpr Product Aooroval Menu > Product or Aoollatlon Search > Application List Search Criteria Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL CarGt1 escsueu ar Ej Zyoe Manufacturer Validated By status FL12194-RS Revision I Aluminum Coils, Inc. Locke Bowden Approved History Category: Panel Walls 334) 300-1800 Subcategory: Soffits APProveu ray u _'Win..0 yr ..o r .. — Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: a50.487.1924 The state of Florlda Is an ANEEO employer. Coovehht 2007.2011 State of Florlda.:: Privacy Statement :: AaasslblllN 5gMment :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. U you do not wish tosupplyapersonaladdress, please provide the Department with an emall address which an be made available to the public. To determine if you are a Ikensee under Chapter 4SS, F.S., please dick baL. Product Approval Accepts: Credit Card Safe https://www.ftoridabuitding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 t. j.r r /' i l 7} 'fir-r--, , I•iV'jT." iC 1.POfessional.Reg ula_ Lion oenlpar=,Asncrraeva oeraciviaiows emrr eroavrt dbpr a I ' Product Approval USE0.: Publlt User.° r pgsw, tt r,1 ssN product Approval Menu > P/oAuct or Aoolkatlon Search > Aoolkatlen List > Application Detail FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilslnc.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/Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence F 12 94 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINALodf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https://www.floridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Installation Instructions Fl 12194 R5 II ALC15001 2 Evaluation Reoort 2014 FBC 04 T4 Soffits - FINAL.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FI 12194 RS AE ALC15001 2 Evaluation Reoort 2014 FBC Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Co Mars lB :: 7601 Blair Stone Road. Tallahassee Ft. 32399 Phone' 850.487-1824 The State of Florida is an AA/EEO employer. fnnyrieht 2007-2013 State M Florida.:: PAvacv 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 alecbonlc mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact SS0.487.139S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The amalls 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 Departrnerd with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick b=L. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 Sorry/ r" Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLOwDA BUILDING CODE 5T" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumeoilsine.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category. Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (17ST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall oompy with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 12032. 6. Feld fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.0164nch 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. ALC15001 FL12194-R3 _ Pagel 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 PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent configuration and 11.1 0/111n.ft and for the 'center vent configuration. See Appendix D for dimension drawings. lE- ELi VFIT 16' CFMFR Ydf 1M Sa110 PANEL 12E' T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit: Danels provided in 12- inch sections. The reported net free ventilation areas are 12.5 In2Ain.ft for the 'full vent configuration and 4.2 in2Ain.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 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. CREE TECHNICAL SI COMPLIANCE STATEM The products evaluated h Code 51' Edition (2014) as N r Sl A, CERTIFICATION OF CREEK Technical Services, I products under this evaluatioi CREEK Technical Services, t this evaluation. Zachary R. Priest, P.E. does under this evaluation. Zachary R. Priest, P.E. does product APPENDICES 1) APPENDIX A — 2) APPENDIX B — 3) APPENDIX C — 4) APPENDIX D — ALUMINUM COILS, INC Soffits LLC by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building nced in the referenced documents submitted by the named manufacturer. R..N"$", 2015.08.27ENS7E_. . 74021 1-2 07:05:00 i4L0•,IL.s4 04'00' 4TE OF : 4(r4% P DRXp•.• • Zachary R. Priest, P.E. Florida Registration No. 74021 NA1- Organization No. ANE9641 does not have, nor will it acquire, a financial interest In any company manufacturing or distributing is not owned, operated, or controlled by any company manufacturing or distributing products under have, nor will acquire, a financial interest in any company manufacturing or distributing products have, nor will acquire, a financial Interest In any other entity Involved in the approval process of the ad Systems (7 pages) Ion Drawings (12 pages) Wind Loads(4 pages) ion Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 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 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 Lo: I on Lotlon b. 12" T4 Soffit— 4-Inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Lo bon ALC15001 FL12194-R3 Page 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK'Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soifit — 8-inch o.c. Fastener LerIF Ion Fastener Fastener Locillon ALUMINUM COILS, INC Soffits Approved S tem•Numbem,and DeflniUons 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J Approved S tems for 124nch Overhang with J-Channel BEA Approved Systems for 16-inch Overhang with F-Channel 6J Approved Sstems for 16-Inch Overhang with J-Channel 4F Approved S tems for 24-Inch Overhang with F-Channel 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 Psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One ( 1) min. 3/8-Inch head dia. nall, One (1) min. 318 x 3/8-Inch One (1) min. 1 3/44nch long x. 12F- 1 16-Inch W00d min.1.25-Inch embedment spaced Wood crown staple spaced 16-Inch 0072-Inch dia. x min. 3/16- Inch head die. trim nail 340.0 24- Inch o.c C. spaced 36-Inch o.c. Max. Three ( 3) min. 3/4-Inch x 1/4-inch One (1) min 3/4-Inch x 1/4-Inch One (1.) min,1 3/4-Inch long x 0.072-Inch dia. x min. 1/4-Inch 48 12F-2 16- Inch Wood crown staples In diamond pattern Wood crown staple spaced 84nch o.c. trip H . spaced 48- headdiaallail54.2 spaced 24-inch o.c. and securing each panel lap Inch 12F-3 Max. Masonry One ( 1)14 ga. 6/8-Inch long T nail Wood One (1) min 3/4-Inch x 1/4-Inch crown staple spaced 8-Inch o.c. One (1) min. 1 3/4-Inch long x 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. ALC16001 FL121. 94-R3 Page 2 of 7 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 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 Attachment Attachment Three (3) min. 3/4- Inch x 1/4-Inch crown. One (1) min. #8 x 1/24nch One (1) min 3/44nch x One (1) min. 1 3/4-Inch long x 12J-1 Max. W staples In diamond longx 3/84nch head diameter Wood 1/44nch crown staple I rile. x min. 16-Inch pattern spaced 24- screw spaced 16-Inch spaced 84nch o.m. head dia. trip nail spaced 48- head a. spaced 64. 64.2 Inch o.c. nnconnectingsoffittoJhannel Inch o.c. Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel' MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x 16F-1 Max. Masonry One (1)14 ga. 5/8-Inch long T nail Wood 1-Inch leg staples spaced max 0.072-Inch diameter finishing nail with min. 3/16- 353.3124nchspacedmax8-Inch o.c. 4-Inch o.c. and securing each Inch head spaced panel lap 124nch o.c. Three (3)18 ga.1/4-Inch crown x 1- One (1)18 ga. 1/4-inch crown x One (1) min.1.75-Inch x 0.072-Inch diameter 1617-2 Max 12-Inch Wood Inch leg staples in diamond pattern Wood 1-inch leg staples spaced max 4-inch o.c. and securing each finishing Hall 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 3/44nch long x 0.072 Inch dia. x min. 16F-3 164nch Wood 1.25-Inch embedment spaced 24- Wood crown staple spaced 16-inch 31164nch head dia. trim nail 325.6 Inch o.c. o.a. spaced 364nch o.c. Three (3) min. 3/4-Inch x 1/4-Inch One (1) min.1 3/4-Inch long 16F-4 Max. Wood crown staples in diamond- pattern Wood One (1) min 3/4-Inch x 1/4-Inch x 0.072-Inch dia. x min. 1/4- 27 164nch spaced 244nch o.c. crown staple spaced 84nch o.c. Inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-Inch x 16F-5 Max. Masonry One (1)14 ga. 5/8-Inch long T nail Wood 1-Inoh leg staples spaced 4- 0.072-inch diameter finishing nall with min. 3/16- 343.316-Inch spaced 84nch o.c. Inch o.c. and securing each Inch head spaced panel lap 16-Inch o.c. Three (3)18 ga. 1/4-Inch crown x 1- One (1)18 ga.1/4-inch crown x One (1) min. 1.75-I t x 0.072-inch diameter 16F-6 Max. 16-inch Wood Inch leg staples in diamond pattern Wood 1-Inch leg staples spaced 4- Inch o.c. and securing each finishing nall with min. 3/16- 43.3 spaced 16-Inch o.c. panel 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 psi Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-Inch x 1/4-Inch One (1) min. 1 3/4-Inch long x 0.072-inch die. x 23.516J-1 16-Inch Wood crownwstaples In diamond pattern spaced 24-Inch o.c. Wood crown staple spaced 8-Inch mc. min. 1/4-Inch head dia. trip 31.4 nail spaced 48-Inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3)' 18 ga.1/4- anchored to 12-Inch o.c. securing One ga. Inch One-(1) min. 1.75-Inch x 24F-1 Max Wood Inch crown x 1-inch leg staples In rafter with one each panel lap Wood crownInchcrown x i-Inch 0.072-Inch diameter finishing Hall with min. 80/-9012-Inch diamond pattern 1) min. 2.25- Inch x . ring One (1) min. 1.75-Inch leg staples spaced 8- inch spaced 3/164nch head spaced spaced 16-Inch o.c shank nailkailshank x 0.072-Inch diameter 12-Inch o.c. n 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 staples 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 0.0724nch diameter 80124F-2 12-Inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6roofingnailspaced1) 7d x 2.25- One (1) m1n.1.754nch inch o.c. 3/164nch head spaced 164nch o.c. Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 244nch o c. finishing nail with min. 3/16-Inch head spaced 4-Inch o.c. One (1)18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing 1/4181ga- One () One (1) min. 1.75-Inch x Max One (1) 14 ga. 5/B- anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 801 24F-3 12- Inch Masonry Inch long T Halt rafter with one Wood leg staples spaced 8- spacedfinishing nail with min. 76.6 spaced8-Inch o.c. 1) 7d x 2.25- One (1) min.1.75-Inch Inch 3/1.64nch head spaced Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 244nch o.c. finishing nail with min. 3/ 16-Inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 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 241nch 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.1/44nch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples 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 InchInch crown x 14nch rafter with one each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F4 16-Inch leg staples In min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern InchInchx ld ring One ( 1) min. 1.75-Inch Inch o.c. and securing 3/164nch head spaced spaced 16-Inch o.c. shank nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24- Inch o.c. finishing nail with min. 3/ 16-Inch head spaced 4- Inch o.c. One ( 1) 18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples 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 Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F- 5 1664nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 3/164nch head spaced 16- Inch o.c. Inch ring shank x 0.072-Inch diameter each panel lap 16-Inch o.c. nail 24-Inch o.c. finishing nail with min. 3/ 16-Inch head spaced 44nch o.c. One ( 1)18 ga.1/44nch crown x 1-Indh leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max One (1)14 ga. 5/8- anchored to each panel lap Inch -crown x 1-Inch 0.0724nch diameter 2417- 6 1664nch Masonry Inch long nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced, e-Inch o.c. 1) 7d x 2.25- One (1) min.1.75-Inch Inch o.c. and securing 3/164nch head spaced Inch ring shank x 0.072-inch. diameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3/ 16-Inch head spaced 4- Inch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal W No.2 SYP scabbed between rafters with one (1) min. 2.254nch x 7d One (1)18 ga.1/44nch Nominal 1x2 ring shank nail crown x 14nch leg No.2 SYP anchored to Three (3)18 9 a.1/441nch crown stral ht-naffed throughgg the rafter Into the end staples spaced 124nch o.c. securing One 1 18 a. %_ 9 One (1) min. 1.75-Inch 24J-1 Max rafter with one x 1-Inch leg of the batten or two (2) each panel lap Wood Inch crown x 1-Inch x 0.072-inch diameter finishing nail with min. 36012-Inch 1) min. 2.25- staples in diamond min. 2.254nch x 7d one (1) min. 1.75 inch leg staples spaced 3/16-Inch head spacedInchx.7d ringpattern spaced 16- p p ring shank nails toe- nalled on either side of x 0.072-Inch diameter 84nch o.c. 12-Inch o.c. shank Hall Inch o.c. the batten at each finishing nap with min. 24-Inch o.c: batlen/rall 3/1e-Inch•head spaced Intersection. Max. 4 Inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. nh x 7d One (1)18 ga.1/4-inchNominal1x2nkringgshankhaoatlcrownx14nchlegNo. 2 SYP anchored to Three ( 3)18 9 a.1/44inch crown stral ht-naffed through ggthe rafter Into the end staples spaced 124nch o.c. searing One ( 1)18 ga. %- inchcrownx1-Inch One (1) min. 1.75-inch 24J- 2 Max refter with one x 1-Inch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.072-Inch diameter finishing nail with min. 353.3 16-Inch 1) min. 2.25- Inch x 7d ringpattern staples In diamond spaced 16- ppmin. 2.26 Inch x 7d ring shank nails toe- one ( 1) min.1.75-Inch 8 Inch o.c. and securing each panel gp3116- Inch headspaced shank Hall Inch o.c. nalled on either side of x 0.072-Inch diameter finishing nail with min. lap 164nch o. c. 24-Inch o.c. the ballen at each battentrafter 3/ 18-inch head spaced Intersection. Max. 44nch o.c. rafter spacing Is 244nch o. c. ALC15001 FL12184- R3 Page 7 of 7 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. No. I Installaton Detail Min. 3/01-heaa aia. nail with min. 1!(+ engagement(for wood substrate) or min. 0..097• dia. T-nail or stub nail with Inin. '5%0° ,ongagement(for concrete or block substrate), spaced as noted above_ ASCIA .SLIP BOARD FASCIA TRIM 12F-1 & `' SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL wood, Concrete or Block 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 W PIECE ALCI6001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER,,, 3/4• x 1/4' DIAMOND PATTERN I )DETAILjLUSIRNGADAONDST PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD B' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/.4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE INSTALM WITH THE PLANTED S.S. 48' FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' • X 1 /4' CROWN STAPLE SOFFIT —max•. 12-inch span SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/ IMM SOFFIT STAPLE OIST DIAMOND PATTERN LmDETAIL FACIA BOARD 1` ar 3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J- 1 L— CHANNEL 3/ 4- X 1/4- CROWN 1- 3 4 TRIM NAIL STAPLE -8. ON CENTER / - FACIA BOARD 1- 3/4- TRIM NAIL PAINTED S.S. ooooffiit with one( 1) Na x PAINTED S.S. 48- FASCIA CAP 112" x 3/8" head diameter .crew, O.C. S/4- X 1/4- 16" o. o. CROWN STAPLE SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194- R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail it TRIM NAR fAS[IA BOARD PAINTED S.S. FASCIA CAP OPEN RAFTER SOFNT 1'x1' CROWN STAPLE FASCIA BOARD II BA S/B' iNAI 16F-1 SOFFIT &FASCIA 16F-5 DETAIL FASCIA EAP; REFER TO' SOFFIT i FASCIA F' CHANNEL DETAR SOFFIT; MAX: Ir SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 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 d'uratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail Min. 3/8" head ilia. nail with min. 1+M" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/•8"• engagement(for concrete or block eubettate), spaced as noted above. FASCIA SLIP BOARD 27— FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1/4"—/ PA S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4- x 1/.4- ; DIAMOND. PATTERN i Lj• I DETAILCROWNSTAPLES USING. A DIAMOND `rrnrs is PATTERN FACIA BOARD O FASCIA CAP 16F-4 3/4- X 1/4- CROWN 1-3/4• TRIM NAIL FACIA BOARD- 8' 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' —FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOFFTT—max• 16-inch span WOOD SOMT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 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 ohanges throughout the d'uratlon 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 Syslern No. Installation Detail I I!' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'XI' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN SOFFIT 8 FASCIASTAPLES USRIG.A DIAMOND E, PATTERN: REFER TO 16F-2 DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP: REFER \ TO SOFFIT t FASCIA DETAIL 6• F' CHANNEL 3,8'1soFFlr: MAX. Is• SPAN WOOD-,,"' SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This. evaluation report does not -express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER --- 1 ro SOFFIT STAPLE olST 'DIAMONDND PATTERN FACIA BOARD ' '''r'T"m' DETAILj 3/4' X 1/4' CROWN STAPLE 724' JTRIMNMAJL ON CENTER USING •A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWN 1FACIA BOARDL—CHANNEL - 8' ON CENTER P1-3/4- TRIM NAILPAINTEDS.S. 48' O.C.FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT —max•. 16-inch span. S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALCI5001 FL12194-R3 Page B 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 J" TRW MAD FASEIA BOARD PADi7ED SS. rah- CROwM FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETA0. 1 TRIM NA0. FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 r-' CROWN STAPLE FASCIA CAN REFER TO SOFFIT A FASCIA / \ OETA0. NSYP Dalian AntAared to I F-[NANNEI Rafters Rerswith ltAom Id SOFFIT; MAX. 2L" Ring SAank Nall at wery Roller wooD SUBSTRATE \ _ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt 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. Instailatlon Detail 1 i' TRIM HA0. FASCIA BOARD PANTED S.S. lo 14' SMOOTH SHANK 00FASCIA CAP ROOF NAILS SOFFIT ret' CROWN STAPLE I NAR FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 ra• CROWN STAPLE FASCIA CAP, REFER TO SOFFIT t FASCIA BETA& Now"I rai' STP Batten Anchored to SOFFITS MAX. 24' F-CHANNEL Rafters with one Id Ring Shank Mal at every Rafter WORD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 01G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe 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. Inst9Ilation Detail II' TRIM NAB FASCIA BOARD PAINTED SS. 146A i- T-NARS FASCIA CAP SOFflTI ryl' CROWN STAPLE I ' TRIM NAB FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'et' CROWN STAPLE PER FASCIA CAP, REFER 70 SOFFIT t FASCIA DETAIL Nominal 1'er SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Well at every Rafter MASONRY ALC15001 FL12194-R3 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 athibules that are not specifically addressed herein. 61 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I f' 71101 MAX FASCIA BOARD PARTED S.S. Yxl' CROW FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER TO CANTQEVEAED' rxt CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD i f• TRIM MAIL SOFFIT & FASCIA PAINTED $1 DETAIL 24J-1 & Yid• CROWN STAPLE 24J-2 TOSCIA CAP: REFER SOFFIT & FASCIA DETAIL Nornknl t• x r aVP battens,/ 9scabbed- \ scabbed balwaan rafters, and SOFFIT: MAN. Il' I 3/8A1-CHANNEL aeetxee hAN one (t) 7e dnp abank eau stnlghl-nded Mmgh the rafter Into the and WOOD SUBSTRATE of the batten of two (2) 7d Mg stunk nalla toe -nailed on \ / enher aide of the battern at the - bananNener IntereectIon / SOFFIT STAPLE DIAMOND PATTERN ALC15001 F112194-113 . 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. CREEKALUMINUM COILS, INC j' Soffits TECHNICAL SERviCES, LLC Appendix C DESIGN WIND LOADS 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 1, 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-fe 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,,,r Is -shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. B. 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 FL12194-R3 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or quality assurance • changes,throughout the duration for which this report is valid. This- evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wirid`Pressures:for:Soffts InIEx osure1B . Building-'' T.ype F Zone Meari' '' Roof,'- Height-MY: BasicWindS eed' Inh - 120. ^• : 130.: 140' 150 160 170 180 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2• 46.8 25 16.9 19.8 22.9 26.3- 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 8.6• 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30Z 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1-57.8 25 1 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 1 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 4.5.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 121 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 1 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.6 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16'.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18•.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1 14,7 1 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 1 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n•W.Ind Pressures forSoBits In Ex osure;C Building Type Zone Mean. = Roof = Height ft Basic WInd.S eed mph) ` 120'. 130 :: 140. 150 • 160 , 170 180 . 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5W. 48.7 54:3 60.2 25 22.6 26.6 30.8 35.4- 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 3 .1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Load's) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 1 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 1 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 1 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 23.7 27.2 1 31.0 35.0 39.2 1 43.7 48.4 AL-C15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'WInd,Pressuresfor.Soffits,in;Ex osureD . . Building Type - Zone Mean:' Roof •' ' Height ft Basic Wind• S eed m h 120 130. .: 140 • 150• 160 ' 17.0 180 190 200 Enclosed Negative 4 20 26. 0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27. 0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27. 9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29. 4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30. 6 35.9 41.6 47.8 54.3 61.3 68.6 76.6 84.9 60 31. 5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 5 20 32. 1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33. 3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34. 5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36. 2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37. 7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38. 9 45.7 53.0 60.8• 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 1 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17. 3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 • 48.0 30 17. 9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18. 8 22A 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19. 6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20. 2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads). 5 20 1 16.7 19.5 22.7 26.0 29.6 314 37.5 1 41.7 46.3 25 17. 3 20.3 23.5 27.0 30.7 34.7 38.9 4363 48.0 30 17. 9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18. 8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19. 6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20. 2 1 23.7 1 27.5 1 31.6 35.9 40.5 1 45.4 50.6 56.1 ALC15001 FL12194- R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges throughout the d'uratlon 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 spediBcally addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 318" J-Channel 3/8" —1: 3/4" --I 1/8" HEM 1 5/8" T 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/1- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dUration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 addfessed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 TIP. 25 TYR Q125 TYP. DDD.DDD DDDD DDDDDD DDDDD DDDDDD m ODDDD WIM IrnMw PATTERN mill 5 n LOWERS FORM W SAME DIREORON AS NO) ALUMINUM COILS, INC soffits Appendix D ALC15001 FL12194-R3 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 duratlon for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8' 3 1/8" 7/8' 3 1/8" 5/16' 1/2" 1/2" 1/2" 1/2" 1/2" W 1/8" 1/8" 3/8" fti ..,'. 2.625 P 50 7W. IW11 01101 DDDDDD DDDDD e DDDDDD DDDDD Wle niueo DATIKN u.e.r RouvrAs roan¢e ar sAwe artccnoN AS wes) END OF REPORT ALC15001 FL12194-R3 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 cbanges 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 1 Professional Regulation. ' ~ -'' • 7 - l: p0vAy0it>_I 6euT10aFR PevaoioiskDRs':cc:Tan,oePR Florida re6Pi, act Product Approval USER: Public User C iq Product Approval Menu > Product of Aooliotlen Search > Application USt Search Criteria Code Version 2014 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search ResuMe - Annlieationc fig Ulm Manufacturer Validated By Status FLs444-R11 Revision CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles John W. Knezevich, PE 954) 772-6224 Approved History Approved by OBPR. Approvais by oBPR snap the reviewea ano racneo oy me r anwor me a.amn A u n«s e r Contact Us:: 260, Blair Stone Road, Tallahassee F; 32399 Phone- The State of Florida Is an AA/EEO employer, Conyrioht 2007-2013 State of Florida.:: Privacy Statement :: AgMSS WUjt 5MM= :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mall address released In response to a publk-moords request, do not send electronic mall to this entity. Instead, conact the office by phone or by traditional mall. It you have any questions, please contact 8S0.487.139S. -Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees Ocensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The a wills provided may be used for official communication with the licensee. However email addresses are public record. tf you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public To determine If you are a licensee under Chapter 455, F.s., please dick baL. Product Approval Accepts- Credit Card Safe https://www.floridabuilding.org/pr/pr-app—tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 r u 3 BaS Nome i Log In i User Registration Hot Tapia submit Surcharge Stats a Fads Publications FBC stag BCtS Sete MAP i Unks Search ftda r a Product ApprovaldiR USER: Public User wrfcn Product Aooroval Menu > Product or Aoolicatlon Search > Aoollutlon List > Application Derail FL # FL5444-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Hamer@saint-gobaln.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL5444 Rl1 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM 03161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code httDs://www.floridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgta... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertalnTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated -and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R11 II 2017 06 FINAL ER CERTAINTEED Asohalt Shinale FL5444-1111.odf Verified By: Robert Nleminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R11 AE 2017 06 FINAL ER CERTAINTEED Asohalt Shinale FL5444-Rll.Ddf Created by Independent Third Party: Yes r3adt M. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-4117.1824 The state of Florida is an AA/EEO employer. C^oydoht 2007-2013 State of Florida.:: Prlvaev Staament :: Acoessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send elacb nic mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. `Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupptyapersonaladdress, please provide the Department with an email address which an be made available to the public. To determine It you are a licensee under Chapter 4S5, F.S., please dldt b=. Product Approval Accepts: SEE, ® Credit Card Safe https:// www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgta... 11 /29/2017 t5 i!/X/- LteS EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorirotion #9503 TRINITY I 353 CHRISTIAN STREET, 06478 IT #13 ERD OXFORD, CTT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11:12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R905.2.6.1 CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearbtj was authorized by Robert Nleminen, PE on W0!/2016. TAB does not serve es an electronlalty stned document signed, sealed hardooplas have been transmttted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trin'tty[ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. UT--R*INITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Su' Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: gagim Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/200S UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 CerdflCate OfAuthorhaVon #9503 FBC NON-HVHZ EVALUATION F15444-R10 Revision 11:12/08/2016 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT^ 25, XT'" 30 and XT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont'", Carriage House Shangle°, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake^', Presidential Shake'" IR, Presidential Shake TLTM and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate"' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V w = 150 mph (V„ n = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.d =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris"A"') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vesd = 150 mph (VA = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 CuKficare of Authorization #9503 FBC NON-WHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 l TRINITY I E Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance• with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. I CT20—, XTr" 25, XT"" 30, XT°" 30 IR: LOW AND STANDARD SLOPE ENGLISH 1r' 12" 1r' 305 mm) (305 m n) (305 mm) 1"(25mm) —Selant 1"(25rmn)( 5 sha" (145 mm) 1 5 r/i'ph e METRIC 131X' 1311r' 13YX f1"(25mm) Sealant 1"(25mm)+( 6 IN' Figure 113: UsefournalkforecMfuUsbingle STEEP SLOPE Use four ngh and sit spots of asphalt roofing cement* for every &H shingle ! Figure 11-0. Asphalt tooling cement meeting ASTM D4586 Type H Is suggested. I Roofing Cement Apply 1" (25 mm) spots of asphalt rooting cement under each tab corner. Figure 11.4.• Osefoar naffs and sit spots gfarpball awunl on $leep slopes CAU1Tom Excessive use of roofing cement caa cause shingles to bU tec Hip & Ridge for CT201, XT"A 25, XT'" 30, XT"' 30 IR: Cut Shingles ill 25mmjr— — It l 2"( 50mm)1,..- Hemore,. i Fup ll I, Cap 305inm} gle Shingle Shingle 1 Figure 1124: ad tabs, then dim b=k to make Cap sbfngfes English dhwuioru sLm-). 512" ( 305 mm)`i 251Nn) 5s) e l< 5b( c N°"pOao Figure 11-251n*fJ4tlon gf crps along the Ups and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certificate of Authortzation #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3S32.09.05-1111 FL5444- R10 Revision 11:12/08/2016 Page 4 of 12 C)o V I RINITY I ERD 6.5 ARCADIAT": LOW AND STANDARD SLOPE STEEP SLOPE Use SDI nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apph asphah roofing cement 1'(25 nun) from edge of shingle. Asphalt roofing cement meeting ASfM D 4586 Type II Is suggested. a tin 170 Nd Lk* 259A r(25-0 gure 2: Use slr nails for everyfull shingle. L figam$ Use six nails andfourspots of asphalt roofing convent on steep slopes 6. 5.1 Hip & Ridge for Arcadia': Cedar CrestTM, Cedar Crest" IR Use two (2), minimum 1Y..-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. ForASTM D3161, Gass F performance use BASF "Sonolastic® NP1'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Foote ofAuthodradon #9503 FBC NON-HVHZ EVALUATION F1.5444410 Revision 11:12/08/2016 Page S of 12 6.6 I BELMONT*m: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 1ElI/I I/ I o AdKwW dale I r*m& SSW VNTINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. SSW now I I' M mm) WMg cemrt 6.6.1 Hip & Ridge for Belmont: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17-1& Shangle• Ridge. 18' Exposure Remove tape from the right side g' and fasten i SECOND Fasten RIGHTIeQside85g. FIRST LEFT Figure 17-19' Installation of Shangle® Ridge sbingles on hips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U C. Evaluation Report 3532.09.05-1111 Cerdpcate ofAuthorf:adon #9503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 QOTPJNITYIERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: STEEP SLOPE LOW AND STANDARD SLOPE Use five nails for every full Shamgle. 6.7.1 6.8 511r' 6 Sir 16 mm) mn) Figure 174 Usefrte nailrforeaeryf ft GmndMOW Sbaegle, Carrlagellousesbangle, orCenlennialstam Use seven nails and three spots of aspbalt roofing cement for erery full Grand Mamor Shamgle. Use five nails and three spots of aspbWt rooting cement for every full Carriage [louse Shangle and Centennial Slue. Apply asphah roofing cement 1' (25 mm) from edge of shingle fguro 17-3). Asphalt roofing cement meeting ASTM D4586 7jpe 11 is suggested figure 175: When hdtaQing GmndbonorSbangles on steep shoe; use seven nails and Ibree spots ofesph all,00fing rnnent Hip & Ridge for Carriage House Shangle® and Grand Manor Shansle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK*", LANDMARK'" IR, LANDMARK*" PRO, LANDMARK'" PREMIUM, L.ANDMARKT" TL, LANDMARK'" SOLARIS, LANDMARK"" SOLARIS III, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" mm ( 375 mm (305 mm) -H Relea aTape 1" ( Nailable " Area LANUMAICK IL NorthGate: 131h" 13" 131/2" 343 mm) (330 mm)- —(343 mm)-j 1- 1" (25 mm) 1" (25 mm)- ngnre 13-4 llsofour uailsfort 0 full sbhtghn AM ( 30S mm) - (3 5t m) - (306 mm) T NaWtg Umb 1 p (25 gun) pw. 11- f (mm K• , Yry NaMO arm for low and standard aliapa (iron 2:12 to 2112) 14a1 Oelwwt upper 6 lower Logs as shown above. Exterior Research and Design, U.C. Cerdfleate ofAuthortrodon #9503 FBC NON-HVH2 EVALUATION Evaluation Report 3532.09.0S-Rll FL5444- R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use sir, nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet Am D4586 Type 11. Apply I spots of asphalt roofing cement unde each comer and at about 12' to 13' in from each edge. METRIC DIMENSIONS 12"— 305 mm) tmm) Nail Area For Sleep I" -I tr- 25 mm) ---- 143/4" 12"- 375 mm) (305 mm) 11'( 3easeTape 1.. 25 old QOTRINITYIERD LANDMARK TL 131/2" 343 mm) 13" 330 mm) 131/2'=-- 343 mm) 1 "(25 mm) 1 "(25 mm)--,, 2au-SqW.01-41 M NO M %R0-41 Figure 13 S: Usesta nails andfour spots of asphalt nxi/? rgcmnenton steep slopes NorthGate: STEEP 12' 14.3/4' 12' Nailing areas for steep slopes (greater than 21:12) and °StomMaliing" Nall between lower 2 nall Ones as shown above. 6.8.1 Hip & Ridge for LandmarkTM Landmark' IR LandmarkTM Pro, LandmarkTM Premium, LandmarkTM TL, LandmarkTM Solaris LandmarkTM Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12' 9?/g mm 8' ( 305mm) 415/—-4t5/1ti 150mm) 050mm) ( 125mm) I (125mm) t Notch for Notch for Centering Centering 12' 131/4' gym) I- NotcheslarAfig"me( 337mm) IfotchesforAlhjnmerdttoo 75/8• the Top Edge of the Previous the Top Edge of the Previous (196mm) Capfors'(12501M)Etposure n CaW55X(141mm)6cpawrre Eogiish Dimension JJI Metric Dimension Shadow Ridge"' Shadow Ridge"' Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rii Certy7oate of Authorhatlon #9503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 8 of 12 NT INITY I ERD 927= mom) r—, 25G 61 nS (125mm) 131/8" 333 Cee`v Nafr]t mm slo`) ( 1 aW. 168 mm) 168m m i131/4' i337) me fT IGOA Centering of to" edge of 7.1W 131/ 4' Notch 337 mm) Align ptevlous course 194rnm) mesa ' ye. notches to top edge of (194 mm) previous course. . NorthGate Ridge NorthGate Accessory K- \ < Figure f3 207Use kytngnokba to colter shingles on hips and Mps, mid to locate the correct exposure 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1 ""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crestrm, Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, L.L.C. Evaluation Report 3532.09.05-Rll Cerdfleate ofAuthorizatlon #9503 FBC NON-HVH2 EVALUATION FL5444R10 Revision 11:12/08/2016 Page 9 of 12 QOTRINITYIERD 6.9 PRESIDENTIAL SHAKErm, PRESIDENTIAL SHAKO" IR, PRESIDENTIAL SHAKE TLT", PRESIDENTIAL SOLARISTm: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential. For steep slopes, use nine nags for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt rooftrng cement under each shingle tab. Mer applying 5 nails in between the nailing guide lines, apply 4 nags 1' NaEing ;. 40' --•i above tab cutouts maWng certain tabs of overlong shingle cover nails Guide Unes (1016 mm) 5114' — 133 tam) • • • • 14114. 11IT 38 mm) (362 mm) NOTE Apply nails on painted guideline. Figure 16-6.• FaslmrtngPrasfdwAal imdProldenUd IZ Sbabe V diameter asphalt roofing cement abingles on loco and standard slopes Figure Itr7.• FastmrhrgAeHdmrtlal and Pretldmrtfal T/L SGal:a • shftler on $teep slopes. 6.9.1 Hip & Ridge for Presidential Shaker" Presidential Shaker" IR Presidential Shake TILT", Presidential SOlarisr"'' 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12" x 12'; Portland, OR produces 97/s'• x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.10 I HATTERAS"': LOK STANDARD AND STEEP SLOPE Agate 15 1 Fastening Hattori Sb/ttgfa on Ior find standard Oopar For low and oamlard slopes, use flue rolls for each cull Hatteras dance as sham abom pone Ise• Faaefilta Itaaerm56L4lei an veepslopei For seep slopes, use fife mils and e* spou of mpbsb roofing cement for eub tag usaem shingle as shown whore. Apply i' 25mm) dpmeter spats of eafin; cement (ASM D 4566 Ape n sugared) under ewb tab comm Ness shin& into place; do am CPU cement. eAtmom: 7bo much soonn; cement cen curse shingle to barter. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Corti%ate afAuthorhadon II9503 • FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/09/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Mpm 1544:18 tbrw-piece antis separate to mobs 54 XattwasAxawry sbingk 6.10.1.2 Option 2: Cut Hatteras Shingles 6.10.1.3 6.11 6.11.1 QOTaINITYIERD g' 230 mm) I 460 mm) rqW mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20 Cut Ifattaas sbbrgles to make coax ca? Figwe 15ZL• installation of caps d/ong hips and rldRa For ASTM D3161, Class F performance use BASF "Sonolastic® NPls"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. I HIGHLAND SLATE", HIGHLAND SLATE'" IR: LOW AHD STANDARD SLOPE STEEP SLOPE Use FM nails and EIGffi spots of asphalt roo9ag ce=t* fop ad o`.. t om•e rr tm o fall Highland Slate shingle. For h9aml-132de, SR naffs are required Apply 1' diameter spots of asphalt rooting cement under each tab t_.,, L comet Asphalt tooling cement meeting ASIM D4586 Type U is suggested. Flpm 11-3: ft FIMnatlsjbremy Mjdfand SWe sbingla ttaowa. arpra socaa. tsoae hmYaavaAu o1NolnW4 Flgr" ll 5& Me JM nails and eiet+t spots ofa0balt rogfte nartmdereacbtabcomer cAUTION; Excessive use of roofing cement can curse shingles to blister. Hip & Ridge for Highland Slate", Highland Slate'" IR: Refer to instructions herein for Cedar Crest", Cedar Crests" IR or Shangle Ridges" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rip Cerdffcate of Authorizodon e9503 FBC NON-HVHZ EVALUATION FLS444-RlO Revision 11:1Z/08/2016 Page 11 of 12 6.12 I PATRIOT*"': LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. SrAnt 11(25 9-1 rI25txii-= 156s0) QOTRINITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below: Asphalt roofing cement meeting ASr&I D4586 Type D is suggested Apply 1 •(25 ram) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. ISBa I • Q 9 C T Rcall p t mml PdO PZ (w 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABEUNG: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUAUTY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-1111 Certf lcate of Authortration #9503 FBC NON-HVH2 EVALUATION • FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 i P,cofes- haL Regulation.;-- 1i: _ y,'' ,oatyi,HOrtEr,acgcrfcarR oeviigrahslows' cowrf_4cea3 Florida POTrei " Product Approval b# USER: Public user enki-. vty.(CthT Product Approval Menu > Product or Aoolkatlon Search > Application List Search Criteria Refine Search Code Version 2014 FL# 1S216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search H:esutcs Appurabunz, FA- Type Manufacturer Validated By Statu FL15216- R2 Revision Interwrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments wppravea or vow... w,..o ..r ....,,. .... w ....._..-- -••- •---- -• --- - -- ----• -- - Contact us :: 2601 glair Stone Road. Tallahassee FL 32399 Phan -1824 The State of Florida Is an WEED employer. r^n••tleht 2007-2013 State of Florida.:: Privacy Statement :: Arre<Slbalty Statement :: $ryn nt Under Florida law, small addresses are public records. U you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.275(1), Florida StaMn, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address If theyhaveone. The emalls provided may be used for official communication with the licensee. However small addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Departrnent with an small address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick UM. Product Approval Accepts: Credit Card Safe https:// www.ftoridabuilding.org/pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 nal:Re u , "onPr.ofess o g.: _. DDaa NDYtG,Asd oBKS ;ofl R';b fvlSus H9',[DMALr.D6P.R fA Wa r2Product ApprovalUSER: Public User C`•'arcaTim Product Aooroval Menu > Product or Aoolkatlon Search > Aoolkatlon List > Application Detail 07101MAIN FL g FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@lnterwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE W Validation Qheckllst - Hardcopy Received Certificate of Independence Fl 15216 R2 COI 2015 01 COI Nieminen.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof underlayments Synthetic roof underlayments Limits of Use Approved for use in HVH2: No Installation Instructions FL15 16 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Evaluation Reports FIIS 16 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Bialr Stone Road. Tallahassee Fl. 32399 Phone: ASO-487.1824 The State of Florida Is an AA/EEO employer. Convrioht 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 elecbonIc mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45s.27S(1), Florida Statotes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for ofOdal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: Credit Card Safe https://www.floridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Uhl pEQLw M9W r— QI RINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5 h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcnON: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The hatrn0e seal appearing was authortted by Robert Nleminen, P.E. on 04/27/201S. This does not serve as an electronically slsned document Sligned, sealed hardoopks have been transmitted to the Product Approval Administrator and to the named client CEMFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINrrYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.9.3,1507.95 on Heating 1507.23,1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Uquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: gaitl Examination Reference Date ITS (TSf1509) Physical Properties 10053939SCOQ-006 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAaLE 1: ROOF COVER UPTIONs Underlayment Asphalt Nail -On TileI Foam -On TileI MetalI Wood ShakesI & Shingles Slate or Simulated SlateShingles RhinoRoof U20 Yes No No I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. ' 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certecote of Authorization 89503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 C)o TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 611320-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 1 Florida r y:v rrevrcroe; _'w+lmyu. Professional Regulation r BUS Home I log In i User Registration I Hot Topics Submit Surcharge ( Stats & Fads 1 Publications I FBC Stair I SCIS Site Map j Unks I Search i n Product Approval e USER: Public User Product Aoproval Menu > Product or Application Seance > Application List Search Criteria Refine Search Code Version 2014 FL# 16568 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Keswrs M w Tvoe ucacrons Manufacturer Validated By Status FL16568- Revision MILLENNIUM METALS INC. Steven M. Ulich, Approved ELL History Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the PE 717) 317-8454 Roofing System Approved by OBPR. Approvals by DBPR Shan De rewewea ano raanea ay u,e rv,-.,,w contact Lie :: 2601 Blair crone Road. Tallahassee FL 32399 Phonphon B BZ4 The State of Florida Is an AgR3EO employer. Copyright 2007- 017 Srate of Florida.:: Privacy Statement :; Arrneelb111N 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 sendelectronicmailtothisenttty. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oaparbmt with an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an e address which can be ; 55, F.S., please dick made available to the public To determine If you are a licensee under Cha Product Approval Accepts: 6=4 Credit Card~ Safe httnc-//www.floridabuildine.ore/car/pr_app_lst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 2 i Business • Professional. Reg'ulation Ergf efts Home I tog In j User Reatibation r Hot Topta submit surcharge Stabs B Facts Publications FSC Stair BaS site Map Unks Search florida • r * USER: Product Approval Public User rase_atem product Aooroval Menu > product of Aealkallon Search > Aporkation LJSL > Application Detail FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Small 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmocoganC@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mml2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 ii..,,.,,•r Flnr4r4 kit4lrlinn nro/nr/nr ann rltl.acnx?naram=wGEVXOwtDava... 11/30/2017 Florida Building Code Online Page 2 of 2 Product Approval Method I Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/OS/2015 Date Approved 04/15/2015 Summary of Products FL # Model, Number or Name Description 16568.1 MMI-2' Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 61, 81, 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16S68 R1 II 01 MMI-2 OffRidoeVent-ASTME330- Approved for use outside HVHZ: Yes Impact Resistant: No Steel EVALREPORT.odf Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-7S Other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports Offlidoeve...-ASTMEz30- Instructions as a supplemental guide. uu1-2FL16568R1AE0 - - Steal EVALREPORT.odf , Created by Independent Third Party: Yes 16568.2 MMI-28 Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8% 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FI 16568 Ri II 02 MMI-2B OffRidoeVenC-TAS Approved for use outside HVHZ: Yes Impact Resistant: N/A 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A Other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports Instructions as a supplemental guide. FI 16568 RI AE 02 MMI-2B OffRidneVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes sack Contacy US :: 2601 Blair one Road. Tallahassee R. 32399 Phone' a-1824 The State of Florida Is an AA/EEO employer. C40yriaht 2007-2013 State of Florida.:: Privacy Statement :: ACZMjWMXjMZaIr& :: 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 comas 8S0.487.1395. -Pursuant to Section 455.275(1), Florida Statrrtes, effective October 1, 2012, Ileensees Ilcanse4 under Chapter 45S, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licenses. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine If you are a licensee underChapter455, F.S., please dirk Lem. Product Approval Accepts: Credit Card Safe 1,,..... f f..,,.,,.r FlnriA-zKhhilr'linrt nrn/nr/nr nnn riti acnx7naram=wGFVX0wtD0Va... 11/30/2017 CBUCK Engineering SpEVJ- c51 y Structural erigineerinq CBUCK, Inc. Certificate of Authorization #8054 Evaluation Report MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 . for Florida Product Approval FL 16568.2 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 seam. F1eaa tesrel M opt.e.kSul%m L. BUCK P . • 1GENSF'• +C,A No 31242 3 * :W= STATE -OF 9 OIc1a1h *Nd by: JW4$ l "Imer. F.E 2015.03.0210:57:51-05'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ing Page Report No,: 25of MM-28-ORV-ER_i4 CBUCK . Engineer SpL=clalty Structural Engineering CBUCK, inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.00S (2) (b) Product/System "MMI-2B" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 :12 or Greater CBUCK Engineering FL M FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-28-MrE.R 14. Page 3 of 7 Speclalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8054 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code -and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 Ri Date: 2 / 26 / 15 CBUCK Engineering' Page Report' I- 4 of 7 MM-28-ORV-ER 14 Spedalty Structural fEnglneerinq CBUCK, Inc. Certificate of Authorization a8064 Components/Materials Ridge Vent: "MMI-213" Off Ridge Vent with Detachable Baffle by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2- Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report.No.: 5 of 7 MM-28-ORV-ER_14 Specialty Structural Engine InQ CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturers installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-26 Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence By lames L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 6 of 7 SpEcclatty Structural Englneertnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 5-1/2" Profile Drawings 12" 4 1/2" T ( 18-1 /4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Fridge Typical Fastener(s) 11 Gauge Ding Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle --- Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CSUCK Engineelrinq Pagert No.: 7of MM-28-ORV-ER_14 Specicowu Structural Eng1neer1nq Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" O.C. 1 la 4" o.c. 4' o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft ,dp\e • ' 6 Ft 8 R. 10 Ft ''• / 'i3'' Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners 7, / „ spaced 4" o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM' METALS, INC. 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be '''A" thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The out opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the oneninQ. Table 1-1 Off Ridge Vent Installation Chart LenErth Net Free Area (so in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 ' 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must beASTMF1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM B-209 " Aluminum k ena avdlable Wdi ddadtable baffle due to Flmidn PmdudAppnnwL Page 1 Florida Building Code Online Page 1 of 1 rofessronal Regulation -`' aolmi+r„'sovcnara onPRbloulnlc' .carrr CtonrR dba ProductApproval ra10wUSER: Pub ilc User Product Aooroval Menu > product or Apollo an Search > Application lJst Search Criteria Refine Sear Code Version 2014 FL# 17867 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL searcn Kesuics 4PP11UaL1W.M Validated By Status LF ATvoeManufacturerFL17867 New Lows Concrete Products Category: Structural Components Thuy H Huynh 813) 645-0166 Approved Subcategory: Products Introduced as a Result of New Technology nova rnnn, 1_1l if nere Approved by DBPR. Approvals Dy 1JOrK snap oe mvlewea aw retina Contact Us:: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO.487-1824 The State of Florida Is an AA(EEO employer. Convrlaht 2007-2013 State of Florida.:: Privacy Statement :: arr.aabllity Statement :: 80MUSUA= Under Florida law, email addresses are public records. It you do not want your e-mail address raleased In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the ofrlos by phone or by tradtdonal mall. It you have any questions, please contact a50.407.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrnent with an email address It theyhaveone. The ealls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 00 msupply a personal address, please provide the Department with aane 55, addressF.which can be made dick here • available to the public. To determine If you are a Ilansee under Product Approval Accepts: Credit Card Safe Was: / / www.floridabuildinp,.orR/pr/pr_app—Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ra 80S Home j Log In i User Registration Hot Topics 1 SubrWt Surcharge I scat: a Fags I Publications ; Fec staff E SOS Site Map ; unks Search i FloridaProductY P I . 1 USER: PuDIIAu rOVOI t Product Approval Menu > product or Application Search > Application List > Application Detail FL # FL17867-RO Application Type New Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature ]ohn Hoy jhoy@Florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Fl 17867 RO COI Letter of Indeoendence,odf Standard Year ACI318 2011 ACI530 2011 ASTM A416 2006 ASTM A615 2009 n https://www.ftoridabui(ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 Summary of Products FL # Model, Number or Name Description 17867.1 Untel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE Bin Lintel Load Tables.odf FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE Ouality Control Manual.odf Created by Independent Third Party: Yes aedk FR Q0Mj ys :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: e50-4117-1824 The State of Florida Is an APdEEO employer. Movrieht 2007-2013 State of Florida.:: Privacy Statement :: AgzS9bWn Statement :: Rerund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact BS0.487.139S. 'Pursuant to Section 455.27S(1), Florida Stabiles, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an email address If they have one. The emal6 provided may be used for official corrmunlation with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick p=. Product Approval Accepts: MR Credit Card Safe https: //www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 TOPBGU +;O• En sneeringS 0 8 U` Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 / 588 — 5411 Web: www.flodda-enoineer.com DESCRIPTION AS FURNISHED: Lot 88, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. DOUNDARY FOR / CERTIFIED TO: David Andrew Allen; - NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 30 PALM HAMMOCK ALLOTMENT PB 1, PGS 104-105 N 00019'09 " W- 11.35' SET I.R. LOT 89 SET tip, 23.17' 1I ry9? A . 5 J•,bi J• 33.17' LOT 88 25.9' 3.5'x3.5' SCREEN AC PAD PATIO 5.00' v.. W c TWO STORY N • g RESIDENCE 4 F.F.- 31.00' W z COV'0. 8.7' CONC. 5.00' 1 5.00, O1 7' 8.' M ui BRICK WALK W LOT 76 t6 N 00-19,09" W 28.65' SET' z SET I.R. LR.------------ F, R 28.17' 16, CBRICK OR. 1 LT z 5.00, 5.00' 5.00' LOT 87 y 10' UTIL. ESMT 0.1'Vp" OT 82F0.1 ' OFF 302.92' Tr.- OfF lr--- - - - - - o REC. 1/2- I.R. 4' CONC. WALK SET NO I.O. I.R. OX N 00419'09" W OFF 40.00' ti0 o GQ- CRA TYLEY DO IYN LOOP 50' PUBLIC R/W ) PROPOSED - FINSHED SPOT GRADE ELEVATIONS rNUNI - da 20' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR - IMPERVIOUS COVERAGE - 2,335E SQUARE FEET OR 49.2f. SIDE - FOR 40' LOTS f - PROPOSED DRAINAGE FLOW 'GF,O TYPE A 7. LOTSLOTCONTAINS4,743E SQUARE FEET SIDE SIDE - 10' FOR FOR 75* LOTS10LOTGRADING0 31.0' LIVING AREA CONTAINS 1,548E SQUARE FEET STREET - 25' e PROPOSED FINISH FLOOR PER PLANS - QQ` CONE LANAI PORCH CONTAINS 787E SQUARE FEET SIDE L CRUSENNEYER-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PDL • POINT ON LINE riP. • TYPICAL ORC • POINT Of REVERS[ CVRVAl1AlECl41VAlM[ NOTES, I. THE UNDEIESIONED ODES HERESY N2RTIf1 TVT IM SUITVEI MEETS THE SIAND0 OF PRACRCE SET MAIN frr IRE n1ORIDA BOARD OF f1.ORIM AOMDOSIRAINE 000E PVRSWNf i0 SECTION 471.OI7. flORla1 STATUESu. •IRON ROD r4G • POIM !V COMPOUND CM • CONCRETE NQMENI RAG • RADIAL PAOFMS'Y. SURVEYORS MID MAPPERS W CNMPTER .fJ-t72, UNLESS QIBOSSED WRH SU Vrffln SIOHAMK AND ORIGINAL RAISEO S&L. THIS SURVEY MAP OR COPIES ARE NOT VAL10. SCT I0. . 1/2, IR ./NLE AS1i I• • -RAMALVITHESSPOINTJ. THIS SURVEY WAS PREPARED MUTTl£ RNfORWRON fURMSHED TO THE SURVEYOR. THERE MAY OE OTHER RESTRICTIONS REC. • RECOVERED VP. P.O.N. . OINr or KGOMING CALL. • CALCULATED P.O.C. PC AT Of CpNNpC[NEM PAM • PERNMOIT WMENCE HOMAQ.M DR EASEYENIS 1NV AFFELf THB PROPERTY. N. NO WIOERCROUND IYPROVEMEINIS HAVE BLEII LOCATED UNLESS OTIIERIWSE SNIOIYN'I. Of THOSE CEROTCD f0 AND SHOULD NOT BC RUED UPON OY ANY OTHER LHTIT. I. • CENfERL11C fF. • FINISHED FLOOR ELEVATION A& • NAIL E DISK RSL VALUING SETBACK LINE y 110 SURVEY if PREPARED FOR THE SOLE BE'REFITCOMMONSSMITHFORTHELOCATIONOFIIpROVENEMS HEREON SHOULD NOT OE USED TO RECONSTRIACT BOUNDARY LWES. R/V • RIGHT-W-WAY L BASE I1G ESNT. 7. SEAIOMC£ ARE EVSED ASSUMED aTUM AND ON THE UNE SHOWN AS ENSE 8EARIN0 (IL&) K SHOWIE ARE 040 ON WATION4. GCOOETIG VERTICAL OATUM OF 192% UNLESS OTHERWISE HOIEO. DRAINAGEDRAIN. • DRAINAGE UTIL. • UTILITT 0. C•EVAIIONS, 9. CERIIIIGITE OF AUTHOR17A110N Hh. I.i9N{. 0.FC. • CHUN LINK fUNCC VGFG • WOOD FENCE SCALE I.- I' ?O'er DRAWN BY. MLT VLLOCK D • COtRETC C/ • DINT OF CIVVATURE O,1TE ORDER NO. — I P.T. • PaINR Or TANGENCY SC. kADSiU PTIDN CERnm By: PLOT PLAN 11-03-2017 4791- f 7 R L - ARC LENGTH FGRMBOARO FOUNDATION/ELEVS. 02-26-18 1151- I8 D • DELTA G • CHORD C, 2 - CHARD V:MING NORTH G} FINAL/ ELEVS. 08-03-18 2935-iB K' N'J' IRISBUILOINC/PROPERTY DOES NOT LIE WITHIN 47I! THE ESTABUSHEO 100 YEAR FLOOD PLANE AS PER i4RM• W.RSCOUSEN R. LS If 4480, ZONE - I- MAP / 12107C000OF (09-28-07) I s J J `-t DESCRIPTION AS FURNISHED: Lot 88, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92. Public Records of Seminole County, Florida. r ' ' 1 / BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR .Inc. O µ w/OW: I W eti LOT 30 ;n PAW HAMMOCK ALLOTMENT CVO C LOT 78 PB 1, PCs 104-105 b C I N 00*19,09" W N 00P19'09" AN 1 i 28.65' 11.35' \ \------------- t, u.17 LOT ae 4i 30. 7" 3.00' 30.0' 5.00' W W e c FORM9040 FOUNDATKJN TOP OF. FORMS - 31.00' C p Cp O LOT 87 MI i LOT 89 h, .^., w Z x 3.00' 8.7' I 1 25. I50• 23.50• 0" UTILRY EMT . — _ — — I . N 00.19'09' W 40.00' 00, P.C. OF M 302.92' LOT 82 Jr--------0 e M1tr CRA XLEY DO HrN L OOP 50• PUBLIC VW ) PROPOSED - FINSNED SPOT CRAOE ELEVATIONS FRONT . H PER O"AACE PLANS T PLAN AREA CALCUTKINSPLANAREACALCTpNSREAR20' f / PROPOSED ORAWACE FLOW RMPERNOUS COVERAGE - 2.3353 SQUARE FEET OR 49.29 SIDE 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTANS 4,743t SQUARE FEET SIDE 7.3' FOR 60' LOTS PROPOSED FNLSH FLOOR PER PLANS - 31.1 LMMG AREA CONTAINS 1.5485 SOUAR£ FELT SIDE 10' FOR 75' LOTS CONC CONTAWS 787t SQUARE FEET SIDE STREET t 25787tSQUAREFEETSLOESTREETa25' CRUSLXAMYTR-SCOTT & ASSOC., INC. - LAND SURVEYORS IDrta _ 5400 E COLONAL OR. ORLAN00, fL. 32607 (407)-277-3232 FAX (407)-658-1435 w.r at. . P®11 a fAIt P . Pats TM • r'PrAL aft Pcc e- - P®II f1 ANOac f7lvAlu! OOI A® - PlIDf1 Cv/aO NVAl1AY Im@ 1K IIIOOOfAto coo IEIIOI t21R11' 11W t/A1 1111111Y Im7f /l[ IfAIOYIW OP IMCOf! D7 HORN M Ilt llclm Quo a IA7/ DAMIco AV AWPW M OWM &HI? AEI AOIDQIM W Q= FUNVAMI o SM7= 4?LW?. AAI MIM c. S • LOWR 180 4 AAL • 4AVL f[I Y • IA' k •/IlA A Aa • aPL a MM ODD® WN SLAW M 69WAM AID OOWLL AWW WAL vo DAM M W CW= AN AM Wa wrr. vP. • vRIW 101c PAIL • /mw O ®tlb PAA • tAIMAATO TAIL • PIDAI ? mAOQ1011 • PmM10R Ap ,OAAOfI 1. 110 DDK W /ImaW {coY OAL MOAMIOII /IIaBO o cL DDM'Q. IIQ av !tote IImIACIIoIaWL17aOlRc11IA/AC7 m 11YQI1: IIOOMra01M MAOIOOIq MM[ t IOGIm IAA1S: 001001W OOAa f f. v cvMO • Olat II. Am=4 uTw, R SIR 110 DalL1' a 111D— M PC ME 4D9ff IM nl= CCW= o AND DO" A0T ! AE= 1 W A AM cOOt DMrf P/V • Alert=' • a taQA101O DORM 11i1 Itt tacul l d AWW'Defo mmw OMAc 1w ! tam IO AQbaatlol AO mw am 1w. . eaDeR 6A Mic O a, . AAAAIItc 1. dLW= A! WO A414W ONY NO W PC t/f DOM At &W l/MO IaU a D1MIIo14 W DOaA AN 4= W I nMft CCMCM IMM DUUN OrML "M QDWa AMM eat. Nam P. CDMWX ltc V AUnCRU N W 4M vo vv= FDcL CIA . ca mm K= OLIRF I' 20•- DRAM/ IN ILLT PG • PDAI W f11aVAtM Pma V 1ama7 C W: Dom OImO1 w - Etta PLOT PLAN I1-03-2017 4791-17 A p1 M FORMBOARO FOUNDAnON/ELEVS. 02-26-I8 1151-18 u • a aA AtnWl Mom T14 Mclq/MOPOII 006 I101 IL A1IIW X / I{ PC14TAfA191eD 100 1£AR F1000 H,112 Al /'fR 'FVcI' SOOTG p1 O / b0t aw W "* / 12117110tpLM (0/-21-0n 1'-7-3-644 14 Jr 93 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3632 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Residential House Pad, Lot 88 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Northwest Corner of Pad Was Building Pad Staked: N Depth of Waterable Below Grade: 6.00 Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 6.00 UES Project No: 0110.1700732.0000 Workorder No: 9360474-1 Report Date: 02/26/2018 UES Technician Bailey Gant Date Tested 02/23/2018 Igoe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 2' Dark Brown Sand, 2'-3' Dark Gray Sand, 3'-4' Light Tan Sand, 5' Dark Orange Sand, 5-W Light Brown Clayey Sand Unsuitable Soils: Laboratory Test Results: Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples Obtained: N Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fall 1 West Side of Pad (Proposed 0-1 ft 105.4 12.2 106.2 6.4 101 Pass Footing) 2 North Side of Pad (Proposed 1-2 ft 105.4 12.2 103.2 7.7 98 Pass Footing) 3 South Side of Pad (Proposed 1-2 ft 105.4 12.2 105.9 9.9 100 Pass Footing) 4 Southeast Corner of Pad 1-2 ft 105.4 12.2 104.5 7.2 99 Pass 5 Northwest Corner of Pad 2-3 ft 1 105.4 1 12.2 1 103.6 1 8.5 98 Pass Remarks: At time of testing, footings were not excavated; all tests performed on pad. 3768 Crawley Down Loop To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 1-1 l DESCRIPTION AS FURNISHED: Lot 73, KENSINGTON RESERVE, as recorded in Plot Book 81. Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc. LOT 30 PALM NAWIAOCK ALLOTMENT P.S. 1. PCS. 104-103) LOT 74 D=26.45 44" ICE R=55.00' L=25.69' C=25.46' CB=N 61.53'24" W MCI` F \ RECREATION \ \ AREA \ 133' 13' UTILITY ESNT 100 KELMSCOTT COURT (R/W VARIES, 0- 12J'4244' R 55.00 L:118.76' Zt PROPOSEO . nNSNEO SPOT MOE aEVAT1ONS FRortr . za POT AREA CALCL 1TtOM5 REAR - 20' PER DRAINAGE PLANS PROPOSED ORAINAGE FLOW PLAN IMPERV/0115 COVERAGE 2.2eOs SQUARE FEET OR J0.71[ SIDE 5' FOR 40' LOTS SIDE . 7.5' FOR 60' LOTS LOT GRACING TYPE A LOT CONTAINS 7.4325 SOWRE FEET UVING AREA CONTAINS t.346* SQUARE FEET 510E IO' FOR 73' LOTS PROPOSED nNtsN FLOOR PER PLANS J1.O' Q CONC CONTAgts 732t SOWRE FEET SIDE STREET . 25' CRUSENAIEYER-SCOTT ASSOC., INC. - LAND SURVEYORS toms 3400 E. COLONUL DR. ORL4N00. FL 32507 (407)-277-3232 FAX (407)-856-14J8 RAT 0L . rOR a IOt Ir. : lcLjl rmae : r®ir v WM- Onv.Mtuc fAM t. OR wwMa OOQ MRIT t1 rNV rM fM1f1' h"M 1K fGI 2 a /IMOIQ fLT FORM Ir M IIpO fMIO 0/ N OrVID1 s t7 r1RtOI AOIROIRItOR Caa[ HrRtwR tO gTtOI .Harr aaRa lon0 to . tRat m m . ron Cava" Osv rA • mtrnr olrorr a • Rwa Rarm Drtlelats.ro =woe a aRm or® RIM MLVMC 7 sera= NO YODNt R1= RLV. = ewer RN a OVQ.RE MW wn IIINMItD n10R CM MO &JM ROOD M 11[ rAWM OW NW N on" ROIR7OMs1CTaRrmK vr. • altRa rmn raaR W smrO4 A : maMr mamcc orRon 1 i10 S W a tuaimrn Rw AR4R Ite 1IrOrOtW. Ro ta atataRo Mtaooa7 ROt t IafvID uREa anmaf>t DaRra NA L RO0 tRioR A.tn anal Datf1: PAC . tmR s osroraoR rl. . r0aao nmt 42"UM Nr : fit a1YOtar A 00 PRJKt' Q RWIW MO M M C ODOR ar =a C011M 0 AID 00" M IOOUlO1 a/ MIV43mw Awww 9WO rar W UM W R[mCO4.7 ROtIdM1' UQ 4' sOo ir ' LL - uu rtaoO l MOaiftO /WRIT RJR 7. RtNs4 AW " At3Wm ONIY AM a M 09 DO W a arrr GVWO PLW anm 41 NUOK COOK 4rnlCx MOW Cr 10 "M On"M ROM" twOrt. a 6A'..R 111.1 AM a cOttRtuT2 d/ AunattQATw R. awe tact SG4L - 1' " 20'- OMRR ft •• N: f oaQlrLO IDI aIf0O1 rL paw w WIL PLOT PLAN 11-13-17 4aeo-17 1081- is R FORMSOARO FOUNLNTKkI/ELEVS. 02-28-18 era : O000 rurm NORM nL ar.Otemm tO0 wAn FLOOD Amt As POI 'nw' 10w x Nr / /21t7t00W (00-22-07) COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000036 BUILDING PERMIT NUMBER: 18-10000036 DATE: January 11, 2018 UNIT ADDRESS: Crawley Down Lp 3768 17-20-31-SVC-0000-0880 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR Inq. dba Ryyan Homes ADDRESS: 4307 Vineland Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3768 CRAWLEY DOWN LOOP KENSINGTON RESERVE LOT 88 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROA1?S-COLLECTORS N/A SSinglFamily Hou ng .00 FIRE RESCUE 1. 000 dwl unit 00 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Hou$png 5,000.00 1.000 dwl unit 5,000.00 PARKS NN 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUB 5,759.00 i STATEMENT RECEIVED BY: tIMOAA MCfbhOLUSIGNATURE: PLEASA PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE T ENSURE TIMELY PAYMENT MAY KREESULT IN YOUR LIABILI__ DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TTHF IS IS A STATII4.NTOF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE RIESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILRAG PEERRMMIT. 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 +OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. I CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 1 % 3 S C4 Documented Construction Value: $ , fj 010. 00 Job Address: Historic Dish : Yes [INo Parcel ID: Residential Commercial Type of Work: NeW Addition ElAlteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email:_info(n api-orlando.com Property Owner Information Name ivan ()`Y / u— Phone: Street: Resident of property? : City, State Zip: Contractor Information Name _Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax. 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 constructioninthisjurisdiction. 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 Pemdt Application f addition to the requitement, of thie permit,fimmd in the there may be additional restrictions applicable to this property that may bepublicrecordsofthiscounty, and there maciesy be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agen. Acceptance of permit N verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford nognires payment of a plan review fee at the time ofpermit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetintsofsubmittaLTheactualconstnrctionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your perrrut fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that an work winbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. sii in 0f0MW^aeot barn Prim Owner/ ' AWt'e Name Sli PAWM ofNoteey.Stnte of Florid Uate Owner/Agent is Personally Known to Me or Produced ID Type of ID SiSOatvraofCoatre WAaent Dab A. 7Uam® Smith Print or/A®ert'a Name SM -W."4hft n A vR ukra am a SmAi ° NOTARY PUBLIC STATE OF FUORIOA COMW O0136089 Expires 8r11/= Contractor/Agent is X personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDINO: CONEW ENTS: Revised: June 30.2015 CITY OF SANFORD BUILDING & FIRE PREVENTION 4 PERMIT APPLICATION Application No: 1 - 1 I! Documented Construction Value: S —) `I 75 Job Address:17102 i L. Historic District: Yes No [ICY0 ( _t Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: >' P ( C?(ilr CP h l I 1 C-R Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name I Phone: - - 1 0 Street: L)- I H- Resident of property? City, State Zip: I Qti1' d, L) 1- 3XI 1 Contractor Information `, Name)Cdmer C r' C; C Phone: 4b 7 -- 614-tp 7(Q Street: c)-Q. Fax: 'L10 % - City, State Zip: (k. 3 State License No.: F-, d 0031 n / t! D Architect/Engineer Information Name: Phone: Street: 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. 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: 5i0 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the 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 ature of Contractor/Agent Date Print Owner/Agent's Name Ci ontwetor/Agent's Name _ — — a n U10 J-% 11 g Signature of Notary -State of Florida Date gpf t.0taFA% Date Commission ilI GG 110622 4 Expires August 7, 2021 o/M1daP OandWilwOudpelNOYryServiw 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: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Jr ON CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION D • Application No: I V1J Documented Construction Value: S "! _ Job Address: a Q,g , e . Historic District: Yes No I Parcel ID: Residentiato Commercial L Type of Work: Newt Addition Alteration Repair Demo Change of Use Q Move Description of Worla. n.S [I okin n„[ Plan Review Contact Person: D jr..I I&'V'< Title: Phone: `k-1-G$52001, Fax:d-333-3g4_3 Email: 'IUGCpX' te, C1Trv Property Owner Information Name ' Phone: Street: `1 _ Resident of property? City, State Zip: d 1.' l • :.,r, i 1 4rac>E•oir Information A 5$ Name l—i'o _ G hon: -i o Z- 5 - 3 OCR Street: (J3rsco Fax: 40-1- 2?z City, State Zip: State License No.: Cko3 Y Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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. I i FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code I I Revised: June 30. 2015 Permit Application w 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 be done in compliance with all applicable- laws regulating construction and Signature of Owner/Agent Date Print Owner/Agenes Name Signature,of Notary -State of Florida Date signature of ContractodAgent Name CHERYL D AKERS MY COMMISSION 8 FF998962 EXPIRES June 05. 2020 work will I'Z Owner/Agent is Personally Known to Me or Contractor/Agent is Pelsoiially Known to Me or Produced ID Type of ID Produced ID Type of M 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 APPROVALS: ZONING: COMMENTS: Revised: June 30. 2015 Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Permit Application